Data Producción Concretooo

57
FECHA Estructura Batch Amp. Min Agua Añadida 1/21/2014 09:49:00 AM Modulo 2A 8857 1 1.40 m3 63 27.37 72.46 264.0 kg 54.0 kg 188.6 kg 1/21/2014 09:58:00 AM 8858 2 1.40 m3 63 26.48 72.48 266.0 kg 50.0 kg 190.0 kg 1/21/2014 10:06:00 AM 8859 3 1.40 m3 62 26.57 72.12 265.0 kg 50.0 kg 189.3 kg 1/21/2014 10:14:00 AM 8860 4 1.40 m3 62 26.31 72.31 264.0 kg 49.0 kg 188.6 kg 1/21/2014 10:22:00 AM 8861 5 1.40 m3 61 26.50 72.39 266.0 kg 50.0 kg 190.0 kg 1/21/2014 10:46:00 AM Bateria 8862 6 1.33 m3 60 25.55 72.40 253.0 kg 43.0 kg 190.2 kg 1/21/2014 10:57:00 AM 8863 7 1.33 m3 60 25.79 72.39 251.0 kg 44.0 kg 188.7 kg 1/21/2014 11:05:00 AM 8864 8 1.34 m3 60 26.12 72.19 252.0 kg 45.0 kg 188.1 kg 1/21/2014 11:31:00 AM 8865 9 1.30 m3 60 26.33 72.46 246.0 kg 45.0 kg 189.2 kg 1/21/2014 12:02:00 PM Modulo 1A 8866 10 1.48 m3 61 26.67 72.41 280.0 kg 52.0 kg 189.2 kg 1/21/2014 12:14:00 PM 8867 11 1.48 m3 60 28.53 71.56 279.0 kg 62.0 kg 188.5 kg 1/21/2014 12:22:00 PM 8868 12 1.48 m3 61 27.20 72.29 281.0 kg 55.0 kg 189.9 kg 1/21/2014 12:30:00 PM 8869 13 1.46 m3 61 27.71 72.51 276.0 kg 57.0 kg 189.0 kg 1/21/2014 12:42:00 PM Pista 8870 14 0.30 m3 18.50 m3 Diseño Mezcla Hora finalido de mezcla de carga CANT. Concreto Valor inicial Hd Valor final Hd Agua en agregado Agua(ltr) x 1m3

Transcript of Data Producción Concretooo

Page 1: Data Producción Concretooo

FECHA Estructura Batch Amp. Min Agua Añadida

1/21/2014 09:49:00 AM

Modulo 2A

8857 1 1.40 m3 63 27.37 72.46 264.0 kg 54.0 kg 188.6 kg1/21/2014 09:58:00 AM 8858 2 1.40 m3 63 26.48 72.48 266.0 kg 50.0 kg 190.0 kg1/21/2014 10:06:00 AM 8859 3 1.40 m3 62 26.57 72.12 265.0 kg 50.0 kg 189.3 kg1/21/2014 10:14:00 AM 8860 4 1.40 m3 62 26.31 72.31 264.0 kg 49.0 kg 188.6 kg1/21/2014 10:22:00 AM 8861 5 1.40 m3 61 26.50 72.39 266.0 kg 50.0 kg 190.0 kg1/21/2014 10:46:00 AM

Bateria

8862 6 1.33 m3 60 25.55 72.40 253.0 kg 43.0 kg 190.2 kg1/21/2014 10:57:00 AM 8863 7 1.33 m3 60 25.79 72.39 251.0 kg 44.0 kg 188.7 kg1/21/2014 11:05:00 AM 8864 8 1.34 m3 60 26.12 72.19 252.0 kg 45.0 kg 188.1 kg1/21/2014 11:31:00 AM 8865 9 1.30 m3 60 26.33 72.46 246.0 kg 45.0 kg 189.2 kg1/21/2014 12:02:00 PM

Modulo 1A

8866 10 1.48 m3 61 26.67 72.41 280.0 kg 52.0 kg 189.2 kg1/21/2014 12:14:00 PM 8867 11 1.48 m3 60 28.53 71.56 279.0 kg 62.0 kg 188.5 kg1/21/2014 12:22:00 PM 8868 12 1.48 m3 61 27.20 72.29 281.0 kg 55.0 kg 189.9 kg1/21/2014 12:30:00 PM 8869 13 1.46 m3 61 27.71 72.51 276.0 kg 57.0 kg 189.0 kg1/21/2014 12:42:00 PM Pista 8870 14 0.30 m3

18.50 m3

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Page 2: Data Producción Concretooo

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

PRODUCCION DE CONCRETO PLANTA LLAXTA

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 2/1/2014

Forma de uso digital

OPERADOR: LEONARDO CONDORÍ QUISPE Fecha: 2/3/2014Hora de Incio: 09:31:00 AM Hora de termino: 12:05:00 PM Turno:

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

2/3/2014

DM-05

09:31:00 AM

Modulo 3

9038 1 1.32 m3 62 27.74 71.93 196.0 kg 53.0 kg 188.6 kg2/3/2014 09:39:00 AM 9039 2 1.32 m3 62 26.81 72.19 200.0 kg 49.0 kg 188.6 kg2/3/2014 09:48:00 AM 9040 3 1.32 m3 62 26.34 72.03 203.0 kg 46.0 kg 188.6 kg2/3/2014 09:56:00 AM 9041 4 1.32 m3 61 26.60 72.37 202.0 kg 48.0 kg 189.4 kg2/3/2014 10:04:00 AM 9042 5 1.32 m3 61 26.21 72.29 203.0 kg 46.0 kg 188.6 kg 72/3/2014

DM-0510:12:00 AM

Escalera9043 6 1.15 m3 60 25.24 72.63 183.0 kg 37.0 kg 191.3 kg

2/3/2014 10:36:00 AM 9044 7 1.15 m3 60 26.09 72.13 174.0 kg 40.0 kg 186.1 kg2/3/2014 10:51:00 AM Escalera 9045 8 1.50 m3 61 26.74 72.44 228.0 kg 53.0 kg 187.3 kg2/3/2014

DM-0511:01:00 AM Balcon 9046 9 1.30 m3 59 26.32 72.19 198.0 kg 45.0 kg 186.9 kg

2/3/2014 11:12:00 AM Balcon 9047 10 1.30 m3 60 26.37 72.28 197.0 kg 45.0 kg 186.2 kg2/3/2014

DM-05

11:38:00 AM

Modulo 1

9048 11 1.22 m3 59 27.11 72.39 178.0 kg 47.0 kg 184.4 kg2/3/2014 11:40:00 AM 9049 12 1.22 m3 59 26.54 72.42 183.0 kg 45.0 kg 186.9 kg2/3/2014 11:48:00 AM 9050 13 1.22 m3 59 26.55 72.39 187.0 kg 45.0 kg 190.2 kg2/3/2014 11:56:00 AM 9051 14 1.22 m3 59 26.98 72.50 183.0 kg 47.0 kg 188.5 kg2/3/2014 12:05:00 PM 9052 15 1.02 m3 58 26.11 72.92 158.0 kg 36.0 kg 190.2 kg 6

18.90 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 1/2/2014

Forma de uso digital

OPERADOR: Leonardo Condorí Fecha: 2/4/2014Hora de Incio: 09:26:00 AM Hora de termino: 01:18:00 PM Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

2/4/2014

DM-05

09:26:00 AMTecho

9053 1 1.47 m3 65 28.06 72.38 220.0 kg 59.1 kg 189.8 kg 4.40 m32/4/2014 09:35:00 AM 9054 2 1.47 m3 63 26.97 72.40 224.0 kg 53.4 kg 188.7 kg2/4/2014 09:43:00 AM 9055 3 1.46 m3 63 27.14 72.45 224.0 kg 54.4 kg 190.7 kg2/4/2014 09:58:00 AM

Techo9056 4 1.30 m3 61 24.96 72.42 211.0 kg 38.9 kg 192.3 kg

2/4/2014 10:10:00 AM 9057 5 1.30 m3 62 25.17 72.42 210.0 kg 39.9 kg 192.2 kg2/4/2014 10:19:00 AM 9058 6 1.30 m3 62 25.17 72.20 207.0 kg 39.9 kg 189.9 kg

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Total Agua x1m3

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

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2/4/2014

DM-05

10:31:00 AM

Modulo 2A

9059 7 1.32 m3 61 25.11 72.64 213.0 kg 40.5 kg 192.1 kg2/4/2014 10:39:00 AM 9060 8 1.32 m3 61 25.44 72.45 210.0 kg 42.1 kg 191.0 kg2/4/2014 10:47:00 AM 9061 9 1.32 m3 62 25.72 72.20 207.0 kg 43.4 kg 189.7 kg2/4/2014 10:55:00 AM 9062 10 1.32 m3 61 26.20 72.22 206.0 kg 45.6 kg 190.6 kg2/4/2014 11:03:00 AM 9063 11 1.32 m3 61 26.23 72.46 206.0 kg 45.8 kg 190.7 kg2/4/2014

DM-05

11:27:00 AM

Bateria

9064 12 1.33 m3 60 26.65 72.64 208.0 kg 47.8 kg 192.3 kg2/4/2014 11:37:00 AM 9065 13 1.33 m3 61 26.74 72.57 206.0 kg 48.2 kg 191.1 kg2/4/2014 11:59:00 AM 9066 14 1.34 m3 60 26.88 72.54 208.0 kg 48.8 kg 191.6 kg2/4/2014 12:19:00 PM 9067 15 1.30 m3 59 26.47 72.66 203.0 kg 45.8 kg 191.4 kg2/4/2014

DM-05

12:46:00 PM

Modulo 1A

9068 16 1.22 m3 59 26.14 72.45 191.0 kg 42.9 kg 191.7 kg2/4/2014 12:54:00 PM 9069 17 1.22 m3 60 26.01 72.41 190.0 kg 42.3 kg 190.4 kg2/4/2014 01:02:00 PM 9070 18 1.22 m3 59 26.69 72.41 186.0 kg 45.3 kg 189.6 kg2/4/2014 01:10:00 PM 9071 19 1.22 m3 60 26.11 72.28 190.0 kg 42.7 kg 190.8 kg2/4/2014 01:18:00 PM 9072 20 0.92 m3 60 25.00 72.89 148.0 kg 29.4 kg 192.8 kg

26.00 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 1/2/2014

Forma de uso digital

OPERADOR: Leonardo Condorí Fecha: 2/5/2014Hora de Incio: 06:36:00 AM Hora de termino: 12:53:00 PM Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

2/5/2014 06:36:00 AM

Cimiento

9073 1 1.30 m3 0.0 kg2/5/2014 06:39:00 AM 9074 2 1.30 m3 0.0 kg2/5/2014 06:43:00 AM 9075 3 1.30 m3 0.0 kg2/5/2014 06:46:00 AM 9076 4 1.30 m3 0.0 kg2/5/2014 06:50:00 AM 9077 5 1.30 m3 0.0 kg2/5/2014 DM-05 06:58:00 AM Casas 9078 6 0.30 m3 0.0 kg2/5/2014 08:57:00 AM

Pistas

9079 7 1.36 m3 0.0 kg2/5/2014 09:00:00 AM 9080 8 1.36 m3 0.0 kg2/5/2014 09:03:00 AM 9081 9 1.36 m3 0.0 kg2/5/2014 09:06:00 AM 9082 10 1.36 m3 0.0 kg2/5/2014 09:09:00 AM 9083 11 1.36 m3 0.0 kg2/5/2014

DM-05

09:23:00 AM

Modulo 2A

9084 12 1.40 m3 27.42 72.66 214.0 kg 54.3 kg 191.6 kg2/5/2014 09:31:00 AM 9085 13 1.40 m3 27.06 72.54 216.0 kg 52.5 kg 191.8 kg 72/5/2014 09:40:00 AM 9086 14 1.40 m3 26.92 72.50 219.0 kg 51.8 kg 193.5 kg2/5/2014 09:48:00 AM 9087 15 1.40 m3 26.83 72.51 215.0 kg 51.4 kg 190.3 kg2/5/2014 09:57:00 AM 9088 16 1.40 m3 27.58 72.75 212.0 kg 55.1 kg 190.8 kg2/5/2014 10:01:00 AM

Pistas

9089 17 1.50 m3 0.0 kg2/5/2014 10:04:00 AM 9090 18 1.50 m3 0.0 kg2/5/2014 10:08:00 AM 9091 19 1.50 m3 0.0 kg2/5/2014 10:11:00 AM 9092 20 1.50 m3 0.0 kg2/5/2014 DM-05 10:22:00 AM Balcon 9093 21 1.30 m3 26.95 72.90 200.0 kg 48.0 kg 190.8 kg2/5/2014

DM-0510:31:00 AM Balcon 9094 22 1.00 m3 25.63 72.15 156.0 kg 33.1 kg 189.1 kg

2/5/2014 10:49:00 AM Escalera 9095 23 1.50 m3 26.55 71.62 231.0 kg 52.3 kg 188.9 kg2/5/2014 10:53:00 AM

Pistas

9096 24 1.40 m3 0.0 kg2/5/2014 10:56:00 AM 9097 25 1.40 m3 0.0 kg

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

E94
Miguel Angel: Prueba con cemento nuevo de vietnam
E95
Miguel Angel: Prueba con cemento nuevo de vietnam
Page 4: Data Producción Concretooo

2/5/2014 10:59:00 AM Pistas 9098 26 1.40 m3 0.0 kg2/5/2014 11:03:00 AM 9099 27 1.40 m3 0.0 kg2/5/2014 11:06:00 AM 9100 28 1.30 m3 0.0 kg2/5/2014

DM-0511:24:00 AM

Escalera9101 29 1.00 m3 26.29 72.64 152.0 kg 35.5 kg 187.5 kg

2/5/2014 11:32:00 AM 9102 30 1.00 m3 25.43 72.75 156.0 kg 32.4 kg 188.4 kg2/5/2014 11:39:00 AM

Pistas

9103 31 1.36 m3 0.0 kg2/5/2014 11:42:00 AM 9104 32 1.36 m3 0.0 kg2/5/2014 11:45:00 AM 9105 33 1.36 m3 0.0 kg2/5/2014 11:48:00 AM 9106 34 1.36 m3 0.0 kg2/5/2014 11:51:00 AM 9107 35 1.36 m3 0.0 kg2/5/2014

DM-05

12:02:00 PM

Modulo 1

9108 36 1.50 m3 30.09 71.65 212.0 kg 71.0 kg 188.7 kg2/5/2014 12:12:00 PM 9109 37 1.50 m3 26.30 71.96 232.0 kg 51.0 kg 188.7 kg2/5/2014 12:20:00 PM 9110 38 1.50 m3 26.03 71.99 233.0 kg 49.6 kg 188.4 kg2/5/2014 12:28:00 PM 9111 39 1.50 m3 25.78 72.25 238.0 kg 48.3 kg 190.8 kg2/5/2014 12:40:00 PM

Cimiento

9112 40 1.30 m3 0.0 kg2/5/2014 12:43:00 PM 9113 41 1.30 m3 0.0 kg2/5/2014 12:47:00 PM 9114 42 1.30 m3 0.0 kg2/5/2014 12:50:00 PM 9115 43 1.30 m3 0.0 kg2/5/2014 12:53:00 PM 9116 44 1.30 m3 0.0 kg

58.60 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 1/2/2014

Forma de uso digital

OPERADOR: Leonardo Condorí Fecha: 2/6/2014Hora de Incio: 09:42:00 AM Hora de termino: 01:33:00 PM Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

2/6/2014

DM-05

09:42:00 AMTecho

9117 1 1.47 m3 61 26.97 72.41 226.0 kg 53.5 kg 190.1 kg2/6/2014 09:50:00 AM 9118 2 1.47 m3 62 26.59 71.96 227.0 kg 51.5 kg 189.4 kg2/6/2014 09:58:00 AM 9119 3 1.46 m3 61 26.19 71.47 228.0 kg 49.5 kg 190.0 kg2/6/2014 10:19:00 AM

Techo9120 4 1.30 m3 59 25.38 206.0 kg 40.9 kg 189.9 kg

2/6/2014 10:28:00 AM 9121 5 1.30 m3 60 25.72 72.12 204.0 kg 42.4 kg 189.6 kg2/6/2014 10:36:00 AM 9122 6 1.30 m3 59 25.96 72.19 202.0 kg 43.5 kg 188.8 kg2/6/2014

DM-05

10:54:00 AM

Modulo 2A

9123 7 1.32 m3 59 26.12 72.09 206.0 kg 45.3 kg 190.4 kg2/6/2014 11:03:00 AM 9124 8 1.32 m3 59 26.27 71.94 203.0 kg 46.0 kg 188.6 kg2/6/2014 11:11:00 AM 9125 9 1.32 m3 59 26.40 72.12 204.0 kg 46.6 kg 189.8 kg2/6/2014 11:19:00 AM 9126 10 1.32 m3 58 26.50 72.19 206.0 kg 47.1 kg 191.7 kg2/6/2014 11:27:00 AM 9127 11 1.32 m3 58 26.79 72.16 200.0 kg 48.4 kg 188.2 kg2/6/2014

DM-05

11:50:00 AM

Modulo 1A

9128 12 1.50 m3 58 27.82 72.06 224.0 kg 59.0 kg 188.7 kg2/6/2014 11:58:00 AM 9129 13 1.50 m3 58 26.67 72.05 233.0 kg 53.0 kg 190.7 kg2/6/2014 12:07:00 PM 9130 14 1.50 m3 59 27.00 71.94 227.0 kg 54.7 kg 187.8 kg2/6/2014 12:16:00 PM 9131 15 1.50 m3 59 27.26 72.05 229.0 kg 56.1 kg 190.1 kg2/6/2014

DM-05

12:38:00 PM

Bateria

9132 16 1.33 m3 59 27.35 71.97 200.0 kg 51.0 kg 188.8 kg2/6/2014 12:54:00 PM 9133 17 1.33 m3 60 27.01 71.85 202.0 kg 49.4 kg 189.0 kg2/6/2014 01:17:00 PM 9134 18 1.34 m3 59 27.00 71.86 204.0 kg 49.4 kg 189.1 kg

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Page 5: Data Producción Concretooo

2/6/2014

DM-05

01:33:00 PM

Bateria

9135 19 1.30 m3 59 26.63 71.99 200.0 kg 46.6 kg 189.7 kg26.20 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 1/2/2014

Forma de uso digital

OPERADOR: Leonardo Condorí Fecha: 2/7/2014Hora de Incio: 06:37:00 AM Hora de termino: 01:27:00 AM Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

2/7/2014 06:37:00 AM 9136 1 1.30 m3 0.0 kg2/7/2014 06:42:00 AM 9137 2 1.30 m3 0.0 kg2/7/2014 06:46:00 AM 9138 3 1.30 m3 0.0 kg2/7/2014 06:50:00 AM 9139 4 1.30 m3 0.0 kg2/7/2014 06:53:00 AM 9140 5 1.30 m3 0.0 kg2/7/2014 DM-05 07:02:00 AM Casas 9141 6 0.30 m3 0.0 kg2/7/2014 07:53:00 AM 9142 7 1.36 m3 0.0 kg2/7/2014 07:56:00 AM 9143 8 1.36 m3 0.0 kg2/7/2014 07:59:00 AM 9144 9 1.36 m3 0.0 kg2/7/2014 08:03:00 AM 9145 10 1.36 m3 0.0 kg2/7/2014 08:06:00 AM 9146 11 1.36 m3 0.0 kg2/7/2014 08:38:00 AM 9147 12 1.36 m3 0.0 kg2/7/2014 08:42:00 AM 9148 13 1.36 m3 0.0 kg2/7/2014 08:45:00 AM 9149 14 1.36 m3 0.0 kg2/7/2014 08:48:00 AM 9150 15 1.36 m3 0.0 kg2/7/2014 08:52:00 AM 9151 16 1.36 m3 0.0 kg2/7/2014 09:25:00 AM 9152 17 1.36 m3 0.0 kg2/7/2014 09:28:00 AM 9153 18 1.36 m3 0.0 kg2/7/2014 09:31:00 AM 9154 19 1.36 m3 0.0 kg2/7/2014 09:34:00 AM 9155 20 1.36 m3 0.0 kg2/7/2014 09:37:00 AM 9156 21 1.36 m3 0.0 kg2/7/2014

DM-0510:00:00 AM Balcon 9157 22 1.20 m3 59 25.59 71.90 186.0 kg 40.0 kg 188.3 kg

2/7/2014 10:11:00 AM Balcon 9158 23 1.50 m3 61 26.04 72.03 232.0 kg 50.0 kg 188.0 kg2/7/2014 10:15:00 AM 9159 24 1.50 m3 0.0 kg2/7/2014 10:22:00 AM 9160 25 1.50 m3 0.0 kg2/7/2014 10:25:00 AM 9161 26 1.50 m3 0.0 kg2/7/2014 DM-05 10:33:00 AM Escalera 9162 27 1.50 m3 60 27.14 72.25 228.0 kg 55.0 kg 188.7 kg2/7/2014

DM-0511:04:00 AM

Escalera9163 28 1.00 m3 57 25.46 72.23 158.0 kg 33.0 kg 191.0 kg

2/7/2014 11:12:00 AM 9164 29 1.00 m3 57 25.58 72.25 156.0 kg 33.0 kg 189.0 kg2/7/2014 11:16:00 AM

Cimiento

9165 31 1.36 m3 0.0 kg2/7/2014 11:19:00 AM 9166 32 1.36 m3 0.0 kg2/7/2014 11:22:00 AM 9167 33 1.36 m3 0.0 kg2/7/2014 11:25:00 AM 9168 34 1.36 m3 0.0 kg2/7/2014 11:28:00 AM 9169 35 1.36 m3 0.0 kg2/7/2014

DM-05

11:41:00 AM

Modulo 1A

9170 36 1.24 m3 58 26.50 71.99 190.0 kg 45.0 kg 189.5 kg2/7/2014 11:51:00 AM 9171 37 1.24 m3 58 26.05 71.75 191.0 kg 43.0 kg 188.7 kg

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Cimiento con aditivo (6.50

m3)

Pistas (6.80 m3)

Pistas (6.80 m3)

Pistas (6.80 m3)

Pistas (4.50 m3)

Page 6: Data Producción Concretooo

2/7/2014 DM-05 12:00:00 PM Modulo 1A 9172 38 1.24 m3 59 25.54 71.67 194.0 kg 40.8 kg 189.3 kg2/7/2014 12:09:00 PM 9173 39 1.24 m3 58 25.33 71.70 198.0 kg 39.8 kg 191.8 kg2/7/2014 12:18:00 PM 9174 40 1.24 m3 59 25.40 71.83 197.0 kg 40.2 kg 191.3 kg2/7/2014

DM-05

12:52:00 PM

Modulo 2A

9175 41 1.32 m3 57 25.06 71.88 212.0 kg 40.3 kg 191.1 kg2/7/2014 01:00:00 PM 9176 42 1.32 m3 59 25.61 71.79 207.0 kg 42.9 kg 189.3 kg2/7/2014 01:09:00 PM 9177 43 1.32 m3 60 25.65 71.86 209.0 kg 43.1 kg 191.0 kg2/7/2014 01:18:00 PM 9178 44 1.32 m3 59 25.65 71.82 210.0 kg 43.1 kg 191.7 kg2/7/2014 01:27:00 PM 9179 45 1.42 m3 59 25.62 71.96 227.0 kg 45.9 kg 192.2 kg

57.60 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 1/2/2014

Forma de uso digital

OPERADOR: Leonardo Condorí Fecha: 2/8/2014Hora de Incio: 01:14:00 PM Hora de termino: 04:41:00 PM Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

2/8/2014

DM-05

01:14:00 PMTecho

9180 1 1.47 m3 59 26.41 71.79 230.0 kg 50.6 kg 190.9 kg2/8/2014 01:23:00 PM 9181 2 1.47 m3 60 25.70 71.90 232.0 kg 46.9 kg 189.7 kg2/8/2014 01:33:00 PM 9182 3 1.46 m3 60 25.40 71.75 235.0 kg 45.4 kg 192.0 kg2/8/2014 01:44:00 PM

Techo9183 4 1.30 m3 60 24.53 71.89 213.0 kg 37.0 kg 192.3 kg

2/8/2014 01:52:00 PM 9184 5 1.30 m3 60 24.78 71.67 211.0 kg 38.1 kg 191.6 kg2/8/2014 02:00:00 PM 9185 6 1.30 m3 60 25.53 71.96 210.0 kg 41.6 kg 193.5 kg2/8/2014

DM-05

02:22:00 PM

Bateria

9186 7 1.33 m3 59 24.50 71.64 219.0 kg 37.7 kg 193.0 kg2/8/2014 02:33:00 PM 9187 8 1.33 m3 60 25.00 71.97 215.0 kg 40.1 kg 191.8 kg2/8/2014 02:48:00 PM 9188 9 1.34 m3 60 25.04 72.19 219.0 kg 40.2 kg 193.4 kg2/8/2014 03:00:00 PM 9189 10 1.30 m3 60 24.78 72.17 213.0 kg 38.1 kg 193.2 kg2/8/2014 03:27:00 PM

Modulo 2A

9190 11 1.32 m3 59 25.06 72.11 216.0 kg 40.3 kg 194.2 kg2/8/2014

DM-05

03:35:00 PM 9191 12 1.32 m3 59 26.12 72.06 211.0 kg 45.3 kg 194.1 kg2/8/2014 03:44:00 PM 9192 13 1.32 m3 59 26.33 72.06 208.0 kg 46.3 kg 192.6 kg2/8/2014 03:52:00 PM 9193 14 1.32 m3 59 26.27 72.25 212.0 kg 46.0 kg 195.4 kg2/8/2014 04:00:00 PM 9194 15 1.32 m3 59 26.59 72.39 208.0 kg 47.5 kg 193.6 kg2/8/2014

DM-05

04:15:00 PM

Modulo 1A

9195 16 1.45 m3 60 25.98 72.45 236.0 kg 47.4 kg 195.4 kg2/8/2014 04:24:00 PM 9196 17 1.45 m3 60 26.01 72.25 237.0 kg 47.5 kg 196.2 kg2/8/2014 04:32:00 PM 9197 18 1.45 m3 60 26.47 72.51 234.0 kg 49.8 kg 195.8 kg2/8/2014 04:41:00 PM 9198 19 1.05 m3 58 25.49 72.75 168.0 kg 34.6 kg 193.0 kg

25.60 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 1/2/2014

Forma de uso digital

OPERADOR: Leonardo Condorí Fecha: 2/10/2014Hora de Incio: 06:47:00 AM Hora de termino: 01:24:00 PM Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Page 7: Data Producción Concretooo

2/10/2014 06:47:00 AM 9199 1 1.30 m3 0.0 kg2/10/2014 06:51:00 AM 9200 2 1.30 m3 0.0 kg2/10/2014 06:54:00 AM 9201 3 1.30 m3 0.0 kg2/10/2014 06:57:00 AM 9202 4 1.30 m3 0.0 kg2/10/2014 07:01:00 AM 9203 5 1.50 m3 0.0 kg2/10/2014 08:01:00 AM 9204 6 1.36 m3 0.0 kg2/10/2014 08:04:00 AM 9205 7 1.36 m3 0.0 kg2/10/2014 08:07:00 AM 9206 8 1.36 m3 0.0 kg2/10/2014 08:10:00 AM 9207 9 1.36 m3 0.0 kg2/10/2014 08:14:00 AM 9208 10 1.36 m3 0.0 kg2/10/2014 08:46:00 AM 9209 11 1.36 m3 0.0 kg2/10/2014 08:50:00 AM 9210 12 1.36 m3 0.0 kg2/10/2014 08:55:00 AM 9211 13 1.36 m3 0.0 kg2/10/2014 08:58:00 AM 9212 14 1.36 m3 0.0 kg2/10/2014 09:01:00 AM 9213 15 1.36 m3 0.0 kg2/10/2014 09:35:00 AM 9214 16 1.36 m3 0.0 kg2/10/2014 09:38:00 AM 9215 17 1.36 m3 0.0 kg2/10/2014 09:42:00 AM 9216 18 1.36 m3 0.0 kg2/10/2014 09:45:00 AM 9217 19 1.36 m3 0.0 kg2/10/2014 09:48:00 AM 9218 20 1.36 m3 0.0 kg2/10/2014

DM-0509:57:00 AM Balcon 9219 21 1.50 m3 60 27.54 72.37 227.0 kg 57.6 kg 189.7 kg

2/10/2014 10:13:00 AM Balcon 9220 22 1.30 m3 60 27.14 71.97 197.0 kg 48.9 kg 189.2 kg2/10/2014 10:18:00 AM 9221 23 1.50 m3 0.0 kg2/10/2014 10:21:00 AM 9222 24 1.50 m3 0.0 kg2/10/2014

DM-0510:39:00 AM

Escaleras9223 25 1.25 m3 59 26.83 72.51 190.0 kg 47.0 kg 189.6 kg

2/10/2014 10:47:00 AM 9224 26 1.25 m3 59 26.71 72.16 188.0 kg 46.5 kg 187.6 kg2/10/2014 10:57:00 AM 9225 27 1.10 m3 58 26.03 72.25 167.0 kg 38.2 kg 186.5 kg2/10/2014 11:03:00 AM 9226 28 1.45 m3 0.0 kg2/10/2014 11:06:00 AM 9227 29 1.45 m3 0.0 kg2/10/2014 11:09:00 AM 9228 30 1.45 m3 0.0 kg2/10/2014 11:12:00 AM 9229 31 1.45 m3 0.0 kg2/10/2014

DM-05

11:21:00 AM

Modulo 2A

9230 32 1.32 m3 59 26.71 71.94 201.0 kg 48.0 kg 188.7 kg2/10/2014 11:44:00 AM 9231 33 1.32 m3 57 33.88 73.57 172.0 kg 81.6 kg 192.1 kg Retraso por atasco de compuerta de dosificacion de arena2/10/2014 11:56:00 AM 9232 34 1.32 m3 66 26.86 58.47 201.0 kg 48.7 kg 189.2 kg Mescla seca de mala calidad2/10/2014 12:11:00 PM 9233 35 1.32 m3 59 28.50 72.54 192.0 kg 56.4 kg 188.2 kg2/10/2014 12:21:00 PM 9234 36 1.32 m3 59 29.16 72.29 190.0 kg 59.5 kg 189.0 kg2/10/2014 12:31:00 PM 9235 37 1.32 m3 57 26.86 72.19 200.0 kg 48.7 kg 188.4 kg2/10/2014

DM-05

12:50:00 PM

Modulo 1A

9236 38 1.22 m3 58 25.91 72.09 193.0 kg 41.9 kg 192.5 kg2/10/2014 12:59:00 PM 9237 39 1.22 m3 58 25.51 72.13 194.0 kg 40.2 kg 191.9 kg2/10/2014 01:07:00 PM 9238 40 1.22 m3 58 25.08 71.90 200.0 kg 38.3 kg 195.3 kg2/10/2014 01:15:00 PM 9239 41 1.22 m3 58 25.16 71.75 199.0 kg 38.6 kg 194.7 kg2/10/2014 01:24:00 PM 9240 42 1.02 m3 57 24.43 72.45 169.0 kg 29.8 kg 194.9 kg

56.12 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 1/2/2014

Forma de uso digital

Cimiento con aditivo (6.7m3)

Pistas (6.80m3)

Pistas (6.80m3)

Pistas (6.80m3)

Pistas (3.00m3)

Cimiento (5.8m3)

Page 8: Data Producción Concretooo

OPERADOR: Leonardo Condorí Fecha: 2/11/2014Hora de Incio: 01:14:00 PM Hora de termino: 04:41:00 PM Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

2/11/2014

DM-05

09:47:00 AMTecho

9241 1 1.47 m3 59 26.93 71.86 227.0 kg 51.0 kg 189.1 kg2/11/2014 09:56:00 AM 9242 2 1.47 m3 59 26.33 71.54 231.0 kg 50.0 kg 191.2 kg2/11/2014 10:04:00 AM 9243 3 1.46 m3 58 25.60 72.15 236.0 kg 46.0 kg 193.2 kg2/11/2014 10:19:00 AM

Techo9244 4 1.30 m3 59 24.75 72.16 215.0 kg 38.0 kg 194.6 kg

2/11/2014 10:27:00 AM 9245 5 1.30 m3 60 25.20 71.94 212.0 kg 40.0 kg 193.8 kg2/11/2014 10:35:00 AM 9246 6 1.30 m3 59 25.40 72.13 211.0 kg 41.0 kg 193.8 kg2/11/2014

DM-05

10:46:00 AM

Modulo 2A

9247 7 1.32 m3 60 25.65 72.11 212.0 kg 43.1 kg 193.2 kg2/11/2014 10:54:00 AM 9248 8 1.32 m3 59 25.62 72.40 214.0 kg 42.9 kg 194.6 kg2/11/2014 11:02:00 AM 9249 9 1.32 m3 60 26.11 72.13 212.0 kg 45.2 kg 194.9 kg2/11/2014 11:11:00 AM 9250 10 1.32 m3 60 26.15 71.99 210.0 kg 45.0 kg 193.2 kg2/11/2014 11:19:00 AM 9251 11 1.32 m3 59 26.13 72.28 211.0 kg 45.3 kg 194.2 kg2/11/2014

DM-05

11:38:00 AM

Modulo 1A

9252 12 1.22 m3 57 26.30 72.64 194.0 kg 44.0 kg 195.1 kg2/11/2014 11:47:00 AM 9253 13 1.22 m3 58 26.34 72.31 194.0 kg 44.0 kg 195.1 kg2/11/2014 11:55:00 AM 9254 14 1.22 m3 58 25.96 72.11 195.0 kg 42.0 kg 194.3 kg2/11/2014 12:03:00 PM 9255 1.22 m3 58 25.94 72.23 196.0 kg 42.0 kg2/11/2014 12:11:00 PM 9256 15 1.22 m3 58 25.96 72.13 195.0 kg 42.0 kg 194.3 kg2/11/2014

DM-05

12:28:00 PM

Bateria

9257 16 1.33 m3 58 26.09 71.88 212.0 kg 45.0 kg 193.2 kg2/11/2014 12:40:00 PM 9258 17 1.33 m3 58 26.11 71.71 210.0 kg 45.0 kg 191.7 kg2/11/2014 01:08:00 PM 9259 18 1.34 m3 59 25.93 72.02 217.0 kg 44.0 kg 194.8 kg2/11/2014 01:25:00 PM 9260 19 0.90 m3 56 24.46 72.13 149.0 kg 27.0 kg 195.6 kg

25.90 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 1/2/2014

Forma de uso digital

OPERADOR: Leonardo Condorí Fecha: 2/12/2014Hora de Incio: 06:39:00 AM Hora de termino: 01:00:00 PM Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

2/12/2014 06:39:00 AM 9261 1 1.30 m3 0.0 kg2/12/2014 06:42:00 AM 9262 2 1.30 m3 0.0 kg2/12/2014 06:46:00 AM 9263 3 1.30 m3 0.0 kg2/12/2014 06:49:00 AM 9264 4 1.30 m3 0.0 kg2/12/2014 06:53:00 AM 9265 5 1.50 m3 0.0 kg2/12/2014 07:41:00 AM 9266 6 1.36 m3 0.0 kg2/12/2014 07:45:00 AM 9267 7 1.36 m3 0.0 kg2/12/2014 07:48:00 AM 9268 8 1.36 m3 0.0 kg2/12/2014 07:51:00 AM 9269 9 1.36 m3 0.0 kg2/12/2014 07:57:00 AM 9270 10 1.36 m3 0.0 kg2/12/2014 08:28:00 AM 9271 11 1.36 m3 0.0 kg

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Cimiento con aditivo (6.7m3)

Pistas (6.80m3)

Pistas (8.16m3)

Page 9: Data Producción Concretooo

2/12/2014 08:31:00 AM 9272 12 1.36 m3 0.0 kg2/12/2014 08:34:00 AM 9273 13 1.36 m3 0.0 kg2/12/2014 08:39:00 AM 9274 14 1.36 m3 0.0 kg2/12/2014 08:42:00 AM 9275 15 1.36 m3 0.0 kg2/12/2014 09:16:00 AM 9276 16 1.36 m3 0.0 kg2/12/2014

DM-0509:43:00 AM Balcon 9277 17 1.50 m3 61 26.53 72.16 235.0 kg 52.2 kg 191.5 kg

2/12/2014 09:59:00 AM Balcon 9278 18 1.30 m3 59 25.59 71.97 208.0 kg 41.8 kg 192.2 kg2/12/2014 10:03:00 AM 9279 19 1.36 m3 0.0 kg2/12/2014 10:07:00 AM 9280 20 1.36 m3 0.0 kg2/12/2014 10:10:00 AM 9281 21 1.36 m3 0.0 kg2/12/2014 10:13:00 AM 9282 22 1.36 m3 0.0 kg2/12/2014 10:16:00 AM 9283 23 1.36 m3 0.0 kg2/12/2014

DM-05

10:24:00 AMEscaleras

9284 24 0.85 m3 58 25.35 71.96 133.0 kg 28.0 kg 189.4 kg2/12/2014 10:32:00 AM 9285 25 0.85 m3 58 24.95 71.35 134.0 kg 26.8 kg 189.2 kg2/12/2014 10:50:00 AM

Escaleras9286 26 0.85 m3 57 24.47 71.92 136.0 kg 25.3 kg 189.8 kg

2/12/2014 10:58:00 AM 9287 27 0.85 m3 57 24.91 71.53 133.0 kg 26.7 kg 187.8 kg2/12/2014 11:02:00 AM 9288 28 1.36 m3 0.0 kg2/12/2014 11:05:00 AM 9289 29 1.36 m3 0.0 kg2/12/2014 11:08:00 AM 9290 30 1.36 m3 0.0 kg2/12/2014 11:11:00 AM 9291 31 1.36 m3 0.0 kg2/12/2014 11:14:00 AM 9292 32 1.36 m3 0.0 kg2/12/2014

DM-05

11:23:00 AM

Modulo 2A

9293 34 1.32 m3 60 25.77 71.44 205.0 kg 43.6 kg 188.4 kg2/12/2014 11:31:00 AM 9294 35 1.32 m3 59 25.74 71.47 207.0 kg 43.5 kg 189.8 kg2/12/2014 11:40:00 AM 9295 36 1.32 m3 59 25.60 71.67 208.0 kg 42.8 kg 190.0 kg2/12/2014 11:48:00 AM 9296 37 1.32 m3 59 25.53 71.50 210.0 kg 42.5 kg 191.3 kg2/12/2014 11:57:00 AM 9297 38 1.32 m3 59 25.64 71.31 207.0 kg 43.0 kg 189.4 kg2/12/2014

DM-05

12:09:00 PM

Modulo 1A

9298 39 1.22 m3 59 25.24 71.51 194.0 kg 38.9 kg 190.9 kg2/12/2014 12:17:00 PM 9299 40 1.22 m3 58 25.61 71.61 193.0 kg 40.6 kg 191.5 kg2/12/2014 12:25:00 PM 9300 41 1.22 m3 59 25.17 71.64 195.0 kg 38.7 kg 191.5 kg2/12/2014 12:33:00 PM 9301 42 1.22 m3 59 25.25 71.64 196.0 kg 39.0 kg 192.6 kg2/12/2014 12:41:00 PM 9302 43 1.22 m3 58 25.20 71.76 197.0 kg 38.8 kg 193.3 kg2/12/2014 12:46:00 PM 9303 44 1.36 m3 0.0 kg2/12/2014 12:50:00 PM 9304 45 1.36 m3 0.0 kg2/12/2014 12:53:00 PM 9305 46 1.36 m3 0.0 kg2/12/2014 12:57:00 PM 9306 47 1.36 m3 0.0 kg2/12/2014 01:00:00 PM 9307 48 1.36 m3 0.0 kg

60.96 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 1/2/2014

Forma de uso digital

OPERADOR: Leonardo Condorí Fecha: 2/13/2014Hora de Incio: 09:31:00 AM Hora de termino: 01:01:00 PM Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

2/13/2014

DM-05

09:31:00 AMTecho

9308 1 1.47 m3 63 26.46 71.78 229.0 kg 50.8 kg 190.3 kg

Pistas (8.16m3)

Pistas (6.8m3)

Pistas (6.80m3)

Cimiento (6.80m3)

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Page 10: Data Producción Concretooo

2/13/2014

DM-05

09:40:00 AM Techo 9309 2 1.47 m3 62 25.23 71.10 234.0 kg 44.5 kg 189.4 kg2/13/2014 09:48:00 AM 9310 3 1.46 m3 62 24.69 71.59 235.0 kg 41.7 kg 189.5 kg2/13/2014 10:06:00 AM

Techo9311 4 1.30 m3 60 23.83 71.53 216.0 kg 33.8 kg 192.1 kg

2/13/2014 10:14:00 AM 9312 5 1.30 m3 61 24.01 71.45 216.0 kg 34.6 kg 192.8 kg2/13/2014 10:22:00 AM 9313 6 1.30 m3 60 24.11 71.76 215.0 kg 35.1 kg 192.4 kg2/13/2014

DM-05

10:37:00 AM

Modulo 2A

9314 7 1.32 m3 60 23.74 71.79 221.0 kg 34.1 kg 193.3 kg2/13/2014 10:45:00 AM 9315 8 1.32 m3 60 24.09 71.64 220.0 kg 35.8 kg 193.8 kg2/13/2014 10:53:00 AM 9316 9 1.32 m3 60 24.88 71.86 216.0 kg 39.5 kg 193.5 kg2/13/2014 11:01:00 AM 9317 10 1.32 m3 59 25.27 71.83 213.0 kg 41.3 kg 192.6 kg2/13/2014 11:09:00 AM 9318 11 1.32 m3 59 25.46 72.31 213.0 kg 42.2 kg 193.3 kg2/13/2014

DM-05

11:22:00 AM

Modulo 1A

9319 12 1.22 m3 58 24.32 72.02 202.0 kg 35.0 kg 194.2 kg2/13/2014 11:30:00 AM 9320 13 1.22 m3 59 24.64 71.93 200.0 kg 36.4 kg 193.7 kg2/13/2014 11:38:00 AM 9321 14 1.22 m3 58 25.06 72.08 198.0 kg 38.2 kg 193.6 kg2/13/2014 11:46:00 AM 9322 15 1.22 m3 58 24.78 71.79 199.0 kg 37.0 kg 193.4 kg2/13/2014 11:54:00 AM 9323 15 1.22 m3 59 25.41 72.37 198.0 kg 39.7 kg 194.8 kg2/13/2014

DM-05

12:17:00 PM

Bateria

9324 16 1.33 m3 59 24.78 72.08 218.0 kg 39.0 kg 193.2 kg2/13/2014 12:25:00 PM 9325 17 1.33 m3 60 24.53 71.62 218.0 kg 37.8 kg 192.3 kg2/13/2014 12:35:00 PM 9326 18 1.34 m3 59 24.69 71.96 221.0 kg 38.6 kg 193.7 kg2/13/2014 01:01:00 PM 9327 19 0.50 m3 55 23.74 73.10 85.0 kg 13.6 kg 197.2 kg

25.50 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 1/2/2014

Forma de uso digital

OPERADOR: Leonardo Condorí Fecha: 2/14/2014Hora de Incio: 06:44:00 AM Hora de termino: 01:05:00 PM Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

2/14/2014 06:44:00 AM 9328 1 1.30 m3 0.0 kg2/14/2014 06:48:00 AM 9329 2 1.30 m3 0.0 kg2/14/2014 06:51:00 AM 9330 3 1.30 m3 0.0 kg2/14/2014 06:55:00 AM 9331 4 1.45 m3 0.0 kg2/14/2014 06:58:00 AM 9332 5 1.45 m3 0.0 kg2/14/2014 07:50:00 AM 9333 6 1.36 m3 0.0 kg2/14/2014 04:13:00 PM 9334 7 1.36 m3 0.0 kg2/14/2014 07:56:00 AM 9335 8 1.36 m3 0.0 kg2/14/2014 07:59:00 AM 9336 9 1.36 m3 0.0 kg2/14/2014 08:03:00 AM 9337 10 1.36 m3 0.0 kg2/14/2014 08:28:00 AM 9338 11 1.33 m3 0.0 kg2/14/2014 08:32:00 AM 9339 12 1.33 m3 0.0 kg2/14/2014 08:35:00 AM 9340 13 1.34 m3 0.0 kg2/14/2014 08:38:00 AM 9341 14 1.40 m3 0.0 kg2/14/2014 08:42:00 AM 9342 15 1.40 m3 0.0 kg2/14/2014 09:24:00 AM 9343 16 1.34 m3 0.0 kg2/14/2014 09:27:00 AM 9344 17 1.34 m3 0.0 kg2/14/2014 09:30:00 AM 9345 18 1.34 m3 0.0 kg

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Cimiento con aditivo (6.8m3)

Pistas (6.80m3)

Pistas (6.80m3)

Vereda (6.7m3)

Page 11: Data Producción Concretooo

2/14/2014 09:35:00 AM 9346 19 1.34 m3 0.0 kg2/14/2014 09:38:00 AM 9347 20 1.34 m3 0.0 kg2/14/2014

DM-05

09:46:00 AM

Modulo 3A

9348 21 1.40 m3 63 25.16 71.61 225.0 kg 43.1 kg 191.5 kg2/14/2014 09:55:00 AM 9349 22 1.40 m3 62 24.86 71.39 228.0 kg 41.6 kg 192.6 kg2/14/2014 10:04:00 AM 9350 23 1.40 m3 62 24.89 71.39 226.0 kg 41.7 kg 191.2 kg2/14/2014 10:14:00 AM 9351 24 1.40 m3 62 24.88 71.10 226.0 kg 41.7 kg 191.2 kg2/14/2014 10:23:00 AM 9352 25 1.40 m3 60 24.75 71.41 228.0 kg 41.1 kg 192.2 kg2/14/2014

DM-05

10:52:00 AMEscaleras

9353 26 0.85 m3 57 23.69 72.37 142.0 kg 23.0 kg 194.1 kg2/14/2014 11:00:00 AM 9354 27 0.85 m3 58 23.53 71.76 140.0 kg 22.5 kg 191.2 kg2/14/2014 11:11:00 AM

Escaleras9355 28 0.85 m3 58 23.49 71.59 139.0 kg 22.4 kg 189.8 kg

2/14/2014 11:20:00 AM 9356 29 1.50 m3 61 24.72 71.07 239.0 kg 42.7 kg 187.8 kg2/14/2014 11:23:00 AM 9357 30 1.36 m3 0.0 kg2/12/2014 11:27:00 AM 9358 31 1.36 m3 0.0 kg2/14/2014 11:31:00 AM 9359 32 1.36 m3 0.0 kg2/14/2014 11:35:00 AM 9360 34 1.36 m3 0.0 kg2/14/2014 11:39:00 AM 9361 35 1.36 m3 0.0 kg2/14/2014

DM-0511:47:00 AM Balcon 9362 36 0.98 m3 58 25.51 71.85 152.0 kg 32.2 kg 188.0 kg

2/12/2014 11:55:00 AM Balcon 9363 37 0.97 m3 58 24.95 72.03 154.0 kg 30.3 kg 190.0 kg2/14/2014

DM-05

12:28:00 PM

Modulo 1A

9364 38 1.48 m3 60 25.50 71.85 236.0 kg 45.8 kg 190.4 kg2/14/2014 12:45:00 PM 9365 39 1.48 m3 59 25.21 71.41 236.0 kg 44.4 kg 189.5 kg2/14/2014 12:55:00 PM 9366 40 1.48 m3 61 26.62 71.56 229.0 kg 51.7 kg 189.6 kg2/14/2014 01:05:00 PM 9367 41 1.48 m3 60 25.19 71.56 233.0 kg 44.3 kg 187.4 kg

52.82 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 1/15/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 2/15/2014Hora de Incio: 09:38:00 AM Hora de termino: 12:37:00 PM Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

2/15/2014

DM-05

09:38:00 AMTecho

9368 1 1.47 m3 61 26.79 71.82 226.0 kg 53.0 kg 189.8 kg2/15/2014 09:46:00 AM 9369 2 1.47 m3 61 25.81 71.47 231.0 kg 47.0 kg 189.1 kg2/15/2014 09:55:00 AM 9370 3 1.46 m3 60 25.80 71.62 232.0 kg 47.0 kg 191.1 kg2/15/2014 10:06:00 AM

Techo9371 4 1.30 m3 60 24.33 71.70 212.0 kg 36.0 kg 190.8 kg

2/15/2014 10:15:00 AM 9372 5 1.30 m3 60 24.56 71.22 209.0 kg 37.0 kg 189.2 kg2/15/2014 10:23:00 AM 9373 6 1.30 m3 60 25.39 72.00 206.0 kg 41.0 kg 190.0 kg2/15/2014

DM-05

10:34:00 AM

Modulo 2A

9374 7 1.32 m3 60 24.38 71.50 213.0 kg 37.0 kg 189.4 kg2/15/2014 10:42:00 AM 9375 8 1.32 m3 61 24.96 71.57 210.0 kg 39.8 kg 189.3 kg2/15/2014 10:50:00 AM 9376 9 1.32 m3 60 25.10 71.53 211.0 kg 40.5 kg 190.5 kg2/15/2014 10:58:00 AM 9377 10 1.32 m3 60 25.05 71.57 211.0 kg 40.3 kg 190.3 kg2/15/2014 11:06:00 AM 9378 11 1.32 m3 59 25.96 71.96 207.0 kg 44.5 kg 190.5 kg2/15/2014

DM-05

11:19:00 AM

Modulo 1A

9379 12 1.50 m3 61 25.23 71.50 239.0 kg 45.4 kg 189.6 kg2/15/2014 11:27:00 AM 9380 13 1.50 m3 61 25.25 71.70 241.0 kg 45.5 kg 191.0 kg2/15/2014 11:35:00 AM 9381 14 1.50 m3 60 26.34 71.67 234.0 kg 51.2 kg 190.2 kg2/15/2014 11:43:00 AM 9382 15 1.50 m3 60 26.23 71.75 234.0 kg 50.7 kg 189.8 kg

Vereda (6.7m3)

Cimiento (6.80m3)

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Page 12: Data Producción Concretooo

2/15/2014DM-05

12:08:00 PMBateria

9383 15 1.33 m3 58 25.46 72.08 209.0 kg 42.2 kg 188.9 kg2/15/2014 12:17:00 PM 9384 16 1.00 m3 58 24.78 71.99 161.0 kg 30.1 kg 191.1 kg2/15/2014 12:37:00 PM 9385 17 1.00 m3 56 24.77 71.92 161.0 kg 30.1 kg 191.1 kg2/15/2014 02:30:00 PM 9386 18 1.00 m32/15/2014 02:44:00 PM 9387 19 0.60 m3

25.83 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 1/2/2014

Forma de uso digital

OPERADOR: Leonardo Condorí Fecha: 2/17/2014Hora de Incio: 06:44:00 AM Hora de termino: 12:33:00 PM Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

2/17/2014 06:44:00 AM 9388 1 1.30 m3 0.0 kg2/17/2014 06:48:00 AM 9389 2 1.30 m3 0.0 kg2/17/2014 06:51:00 AM 9390 3 1.30 m3 0.0 kg2/17/2014 06:55:00 AM 9391 4 1.45 m3 0.0 kg2/17/2014 06:59:00 AM 9392 5 1.45 m3 0.0 kg2/17/2014 08:04:00 AM 9393 6 1.36 m3 0.0 kg2/17/2014 08:07:00 AM 9394 7 1.36 m3 0.0 kg2/17/2014 08:10:00 AM 9395 8 1.36 m3 0.0 kg2/17/2014 08:14:00 AM 9396 9 1.36 m3 0.0 kg2/17/2014 08:17:00 AM 9397 10 1.36 m3 0.0 kg2/17/2014 08:56:00 AM 9398 11 1.50 m3 0.0 kg2/17/2014 09:00:00 AM 9399 12 1.50 m3 0.0 kg2/17/2014 09:37:00 AM

Escalera9400 13 1.00 m3 57 24.67 71.85 161.0 kg 29.7 kg 190.7 kg

2/17/2014 09:45:00 AM 9401 14 1.00 m3 56 24.29 71.50 159.0 kg 28.4 kg 187.4 kg2/17/2014 09:57:00 AM

Escalera9402 15 0.85 m3 56 23.56 71.37 138.0 kg 22.6 kg 188.9 kg

2/17/2014 10:05:00 AM 9403 16 0.85 m3 57 23.84 71.53 136.0 kg 23.4 kg 187.6 kg2/17/2014 10:10:00 AM 9404 17 1.36 m3 0.0 kg2/17/2014 10:13:00 AM 9405 18 1.36 m3 0.0 kg2/17/2014 10:17:00 AM 9406 19 1.36 m3 0.0 kg2/17/2014 10:20:00 AM 9407 20 1.36 m3 0.0 kg2/17/2014 10:23:00 AM 9408 21 1.36 m3 0.0 kg2/17/2014 10:31:00 AM

Balcon9409 22 1.30 m3 62 25.41 71.70 204.0 kg 41.0 kg 188.4 kg

2/17/2014 10:42:00 AM 9410 23 1.30 m3 61 25.03 71.48 203.0 kg 39.3 kg 186.4 kg2/17/2014

DM-05

11:06:00 AM

Modulo 1A

9411 24 1.22 m3 61 25.26 71.54 189.0 kg 39.0 kg 186.9 kg2/17/2014 11:19:00 AM 9412 25 1.22 m3 62 25.31 71.48 189.0 kg 39.3 kg 187.1 kg2/17/2014 11:27:00 AM 9413 26 1.22 m3 61 26.16 71.62 186.0 kg 42.9 kg 187.7 kg2/17/2014 11:35:00 AM 9414 27 1.22 m3 61 25.67 71.59 187.0 kg 40.9 kg 186.8 kg2/17/2014 11:45:00 AM 9415 28 1.22 m3 61 25.90 71.62 187.0 kg 41.8 kg 187.6 kg2/17/2014 11:58:00 AM

Modulo 2A

9416 29 1.32 m3 60 25.70 71.64 203.0 kg 43.3 kg 186.6 kg2/17/2014 12:07:00 PM 9417 30 1.32 m3 61 25.68 71.30 203.0 kg 43.2 kg 186.5 kg2/17/2014 12:16:00 PM 9418 31 1.32 m3 60 25.86 71.35 204.0 kg 44.1 kg 187.9 kg2/17/2014 12:25:00 PM 9419 32 1.32 m3 61 25.79 71.24 204.0 kg 43.7 kg 187.7 kg

Cimiento (1.6 m3)

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Cimiento (6.8 m3)

Vereda (6.8 m3)

Vereda (3.0 m3)

Cimiento (6.8 m3)

Page 13: Data Producción Concretooo

2/17/2014 12:33:00 PM

Modulo 2A

9420 34 1.32 m3 61 26.55 71.50 201.0 kg 47.3 kg 188.1 kg42.40 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 1/2/2014

Forma de uso digital

OPERADOR: Leonardo Condorí Fecha: 2/18/2014Hora de Incio: 06:42:00 AM Hora de termino: 12:58:00 PM Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

2/18/2014 06:42:00 AM 9421 1 1.30 m3 0.0 kg2/18/2014 06:48:00 AM 9422 2 1.30 m3 0.0 kg2/18/2014 06:56:00 AM 9423 3 1.30 m3 0.0 kg2/18/2014 07:03:00 AM 9424 4 1.30 m3 0.0 kg2/19/2014 07:09:00 AM 9425 5 1.30 m3 0.0 kg2/18/2014 07:21:00 AM 9426 6 0.30 m3 0.0 kg2/18/2014 08:20:00 AM 9427 7 1.36 m3 0.0 kg2/18/2014 08:23:00 AM 9428 8 1.36 m3 0.0 kg2/18/2014 08:27:00 AM 9429 9 1.36 m3 0.0 kg2/18/2014 08:30:00 AM 9430 10 1.36 m3 0.0 kg2/18/2014 08:33:00 AM 9431 11 1.36 m3 0.0 kg2/18/2014 09:26:00 AM 9432 12 1.17 m3 0.0 kg2/18/2014 09:29:00 AM 9433 13 1.17 m3 0.0 kg2/18/2014 09:32:00 AM 9434 14 1.16 m3 0.0 kg2/18/2014

DM-0509:44:00 AM

Techo9435 15 1.47 m3 62 25.81 71.68 231.0 kg 47.0 kg 189.1 kg

2/18/2014 09:54:00 AM 9436 16 1.47 m3 61 25.48 71.41 232.0 kg 46.0 kg 189.1 kg2/18/2014 10:02:00 AM 9437 17 1.46 m3 61 25.10 71.50 230.0 kg 44.0 kg 187.7 kg2/18/2014

DM-0510:13:00 AM

Techo9438 18 1.30 m3 61 24.43 71.53 209.0 kg 37.0 kg 189.2 kg 4.40 m3

2/18/2014 10:21:00 AM 9439 19 1.30 m3 60 24.70 71.30 208.0 kg 38.0 kg 189.2 kg2/18/2014 10:29:00 AM 9440 20 1.30 m3 61 25.21 71.51 205.0 kg 40.0 kg 188.5 kg2/18/2014 10:33:00 AM 9441 21 1.45 m3 0.0 kg2/18/2014 10:36:00 AM 9442 22 1.45 m3 0.0 kg2/18/2014 10:39:00 AM 9443 23 1.45 m3 0.0 kg2/18/2014 10:42:00 AM 9444 24 1.45 m3 0.0 kg2/18/2014

DM-05

10:50:00 AM

Modulo 2A

9445 25 1.32 m3 59 25.50 71.82 207.0 kg 42.0 kg 188.6 kg2/18/2014 10:58:00 AM 9446 26 1.32 m3 60 25.59 71.82 208.0 kg 43.0 kg 190.2 kg2/18/2014 11:06:00 AM 9447 27 1.32 m3 60 25.26 71.60 208.0 kg 41.0 kg 188.6 kg2/18/2014 11:14:00 AM 9448 28 1.32 m3 60 25.98 71.62 205.0 kg 45.0 kg 189.4 kg2/18/2014 11:22:00 AM 9449 29 1.32 m3 61 26.46 72.06 205.0 kg 47.0 kg 190.9 kg2/18/2014

DM-05

11:42:00 AM

Modulo 1A

9450 30 1.22 m3 58 25.76 72.19 191.0 kg 41.0 kg 190.2 kg2/18/2014 11:50:00 AM 9451 31 1.22 m3 59 25.36 71.64 193.0 kg 40.0 kg 191.0 kg2/18/2014 11:58:00 AM 9452 32 1.22 m3 59 26.94 72.05 186.0 kg 46.0 kg 190.2 kg2/18/2014 12:06:00 PM 9453 33 1.22 m3 59 26.65 71.88 188.0 kg 45.0 kg 191.0 kg2/18/2014 12:14:00 PM 9454 34 1.22 m3 60 26.52 72.05 188.0 kg 45.0 kg 191.0 kg2/18/2014

DM-0512:40:00 PM

Bateria9455 35 0.85 m3 58 24.29 71.39 133.0 kg 25.0 kg 185.9 kg

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Cimiento (6.8 m3)

Vereda (6.8 m3)

Vereda (3.5 m3)

Cimiento (5.8 m3)

Page 14: Data Producción Concretooo

2/18/2014DM-05

12:58:00 PMBateria

9456 36 0.85 m3 58 24.53 71.47 135.0 kg 26.0 kg 189.4 kg45.60 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 1/2/2014

Forma de uso digital

OPERADOR: Leonel Alavarado Fecha: 2/19/2014Hora de Incio: 06:45:00 AM Hora de termino: 12:26:00 PM Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

2/19/2014 06:45:00 AM 9457 1 1.30 m3 0.0 kg2/19/2014 06:49:00 AM 9458 2 1.30 m3 0.0 kg2/19/2014 06:52:00 AM 9459 3 1.30 m3 0.0 kg2/19/2014 06:55:00 AM 9460 4 1.30 m3 0.0 kg

grhu 2/19/2014 06:59:00 AM 9461 5 1.30 m3 0.0 kg

2/19/2014 07:07:00 AM 9462 6 0.30 m3 0.0 kg

2/19/2014 08:02:00 AM 9463 7 1.26 m3 0.0 kg2/19/2014 08:05:00 AM 9464 8 1.26 m3 0.0 kg2/19/2014 08:08:00 AM 9465 9 1.26 m3 0.0 kg2/19/2014 08:11:00 AM 9466 10 1.26 m3 0.0 kg2/19/2014 08:14:00 AM 9467 11 1.26 m3 0.0 kg2/19/2014 09:00:00 AM 9468 12 1.33 m3 0.0 kg2/19/2014 09:03:00 AM 9469 13 1.33 m3 0.0 kg2/19/2014 09:07:00 AM 9470 14 1.34 m3 0.0 kg2/19/2014

DM-05

09:33:00 AM

Modulo 2A

9471 15 1.40 m3 62 24.73 71.18 224.0 kg 41.0 kg 189.3 kg2/19/2014 09:43:00 AM 9472 16 1.40 m3 62 24.26 70.74 225.0 kg 39.0 kg 188.6 kg2/19/2014 09:52:00 AM 9473 17 1.40 m3 62 24.03 70.94 225.0 kg 38.0 kg 187.9 kg2/19/2014 10:01:00 AM 9474 18 1.40 m3 61 23.91 70.89 227.0 kg 37.0 kg 188.6 kg2/19/2014 10:11:00 AM 9475 19 1.40 m3 60 24.03 70.28 225.0 kg 38.0 kg 187.9 kg2/19/2014 10:16:00 AM 9476 20 1.30 m3 0.0 kg2/19/2014 10:22:00 AM 9477 21 1.30 m3 0.0 kg2/19/2014 10:29:00 AM 9478 22 1.30 m3 0.0 kg2/19/2014 10:33:00 AM 9479 23 1.30 m3 0.0 kg2/19/2014 10:37:00 AM 9480 24 1.30 m3 0.0 kg2/19/2014

DM-0510:46:00 AM

Balcon9481 25 1.70 m3 60 24.44 71.65 211.0 kg 37.0 kg 145.9 kg

2/19/2014 11:04:00 AM 9482 26 1.70 m3 60 24.06 71.34 212.0 kg 35.0 kg 145.3 kg2/19/2014

DM-0511:16:00 AM

Escalera9483 27 0.85 m3 57 23.16 71.22 141.0 kg 21.0 kg 190.6 kg

2/19/2014 11:24:00 AM 9484 28 0.85 m3 57 23.74 71.51 139.0 kg 24.0 kg 191.8 kg2/19/2014

DM-0511:34:00 AM

Escalera9485 29 0.85 m3 57 23.85 71.92 140.0 kg 24.0 kg 192.9 kg

2/19/2014 11:42:00 AM 9486 30 0.85 m3 57 24.33 71.85 137.0 kg 25.0 kg 190.6 kg2/19/2014

DM-05

12:02:00 PM

Modulo 1A

9487 1.43 m3 60 25.16 71.70 229.0 kg 43.0 kg 190.2 kg2/19/2014 12:10:00 PM 9488 31 1.43 m3 60 25.45 71.65 229.0 kg 44.0 kg 190.9 kg2/19/2014 12:18:00 PM 9489 32 1.43 m3 61 25.65 71.30 224.0 kg 45.0 kg 188.1 kg2/19/2014 12:26:00 PM 9490 33 1.41 m3 61 25.87 71.51 222.0 kg 46.0 kg 190.1 kg

43.10 m3

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Cimiento (6.5 m3)

Casas (0.30m3)

Vereda (6.3 m3)

Vereda (4.0 m3)

Cimiento (6.5 m3)

Page 15: Data Producción Concretooo

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 1/2/2014

Forma de uso digital

OPERADOR: Leonardo Condorí Fecha: 2/20/2014Hora de Incio: 06:43:00 AM Hora de termino: 01:18:00 PM Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

2/20/2014 06:43:00 AM 9491 1 1.30 m3 0.0 kg2/20/2014 06:46:00 AM 9492 2 1.30 m3 0.0 kg2/20/2014 06:49:00 AM 9493 3 1.30 m3 0.0 kg2/20/2014 06:53:00 AM 9494 4 1.45 m3 0.0 kg2/20/2014 06:57:00 AM 9495 5 1.45 m3 0.0 kg2/20/2014 08:14:00 AM 9496 6 1.36 m3 0.0 kg2/20/2014 08:25:00 AM 9497 7 1.36 m3 0.0 kg2/20/2014 08:28:00 AM 9498 8 1.36 m3 0.0 kg2/20/2014 08:32:00 AM 9499 9 1.36 m3 0.0 kg2/20/2014 08:35:00 AM 9500 10 1.36 m3 0.0 kg2/20/2014 DM-05 08:47:00 AM Casas 9501 11 0.25 m3 0.0 kg2/20/2014 09:36:00 AM 9502 12 1.37 m3 0.0 kg2/20/2014 09:39:00 AM 9503 13 1.37 m3 0.0 kg2/20/2014 09:43:00 AM 9504 14 1.36 m3 0.0 kg2/20/2014

DM-0509:57:00 AM

Techo9505 15 1.47 m3 61 24.97 71.60 237.0 kg 43.1 kg 190.6 kg 4.40 m3

2/20/2014 10:07:00 AM 9506 16 1.47 m3 62 24.58 70.78 237.0 kg 41.2 kg 189.2 kg 22/20/2014 10:15:00 AM 9507 17 1.46 m3 61 24.23 71.32 238.0 kg 39.3 kg 189.9 kg2/20/2014

DM-0510:31:00 AM

Techo9508 18 1.30 m3 62 23.74 71.41 214.0 kg 33.4 kg 190.3 kg

2/20/2014 10:39:00 AM 9509 19 1.30 m3 63 23.89 71.25 216.0 kg 34.1 kg 192.4 kg2/20/2014 10:47:00 AM 9510 20 1.30 m3 62 24.01 71.07 215.0 kg 34.6 kg 192.0 kg2/20/2014 10:52:00 AM 9511 21 1.36 m3 0.0 kg2/20/2014 10:55:00 AM 9512 22 1.36 m3 0.0 kg2/20/2014 10:59:00 AM 9513 23 1.36 m3 0.0 kg2/20/2014 11:02:00 AM 9514 24 1.36 m3 0.0 kg2/20/2014 11:05:00 AM 9515 25 1.36 m3 0.0 kg2/20/2014

DM-0511:16:00 AM

Bateria9516 26 1.05 m3 61 23.86 71.86 174.0 kg 28.5 kg 192.8 kg

2/20/2014 11:26:00 AM 9517 27 1.05 m3 60 23.76 71.30 173.0 kg 28.1 kg 191.5 kg2/20/2014

DM-05

11:53:00 AM

Modulo 1A

9518 28 1.22 m3 59 23.68 71.86 202.0 kg 32.2 kg 191.9 kg2/20/2014 12:07:00 PM 9519 29 1.22 m3 59 24.23 71.73 202.0 kg 34.6 kg 193.9 kg2/20/2014 12:15:00 PM 9520 30 1.22 m3 60 24.43 71.56 200.0 kg 35.4 kg 193.0 kg2/20/2014 12:23:00 PM 9521 31 1.22 m3 59 24.86 71.64 198.0 kg 37.3 kg 192.9 kg2/20/2014 12:31:00 PM 9522 32 1.22 m3 59 24.79 71.90 200.0 kg 37.0 kg 194.3 kg2/20/2014

DM-05

12:45:00 PM

Modulo 2A

9523 33 1.32 m3 59 24.51 71.61 216.0 kg 37.8 kg 192.2 kg2/20/2014 12:54:00 PM 9524 34 1.32 m3 59 24.75 71.45 215.0 kg 38.8 kg 192.3 kg2/20/2014 01:02:00 PM 9525 35 1.32 m3 58 24.94 71.70 217.0 kg 39.8 kg 194.5 kg2/20/2014 01:10:00 PM 9526 36 1.32 m3 59 24.88 71.64 214.0 kg 39.5 kg 192.0 kg2/20/2014 01:18:00 PM 9527 37 1.02 m3 59 23.60 71.56 170.0 kg 26.7 kg 192.8 kg

47.55 m3

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Cimiento (6.8 m3)

Vereda (6.8 m3)

Vereda (4.1 m3)

Cimiento (6.8 m3)

Page 16: Data Producción Concretooo

0

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 1/2/2014

+

+ Leonel Alavarado Fecha: 2/21/2014Hora de Incio: 06:52:00 AM Hora de termino: 01:46:00 PM Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

2/21/2014 06:52:00 AM 9528 1 1.30 m3 0.0 kg2/21/2014 06:56:00 AM 9529 2 1.30 m3 0.0 kg2/21/2014 07:00:00 AM 9530 3 1.30 m3 0.0 kg2/21/2014 07:03:00 AM 9531 4 1.30 m3 0.0 kg

grhu 2/21/2014 07:07:00 AM 9532 5 1.30 m3 0.0 kg

2/21/2014 07:16:00 AM 9533 6 0.30 m3 0.0 kg

2/21/2014 08:13:00 AM 9534 7 1.36 m3 0.0 kg2/21/2014 08:16:00 AM 9535 8 1.36 m3 0.0 kg2/21/2014 08:19:00 AM 9536 9 1.36 m3 0.0 kg2/21/2014 08:23:00 AM 9537 10 1.36 m3 0.0 kg2/21/2014 08:26:00 AM 9538 11 1.36 m3 0.0 kg2/21/2014

DM-05

08:54:00 AM 9539 12 1.36 m3 0.0 kg2/21/2014 08:58:00 AM 9540 13 1.36 m3 0.0 kg2/21/2014 09:02:00 AM 9541 14 1.36 m3 0.0 kg2/21/2014 09:06:00 AM 9542 15 1.36 m3 0.0 kg2/21/2014 09:09:00 AM 9543 16 1.36 m3 0.0 kg2/21/2014 09:43:00 AM Balcon 9544 17 1.50 m3 63 24.46 71.53 244.0 kg 41.3 kg 190.2 kg2/21/2014 09:46:00 AM 9545 18 1.50 m3 0.0 kg2/21/2014 09:50:00 AM 9546 19 1.50 m3 0.0 kg2/21/2014 09:53:00 AM 9547 20 1.50 m3 0.0 kg2/21/2014 10:01:00 AM Balcon 9548 21 1.30 m3 61 27.30 71.99 198.0 kg 49.6 kg 190.5 kg

2/21/2014 10:23:00 AMEscalera

9549 22 0.85 m3 57 27.52 71.68 127.0 kg 34.6 kg 190.1 kg

2/21/2014 10:32:00 AM 9550 23 0.85 m3 58 26.63 71.59 132.0 kg 31.9 kg 192.8 kg

2/21/2014

DM-05

10:35:00 AM 9551 24 1.36 m3 0.0 kg

2/21/2014 10:39:00 AM 9552 25 1.36 m3 0.0 kg2/21/2014 10:43:00 AM 9553 26 1.36 m3 0.0 kg2/21/2014 10:47:00 AM 9554 27 1.36 m3 0.0 kg2/21/2014 10:50:00 AM 9555 28 1.36 m3 0.0 kg2/21/2014

DM-0510:58:00 AM

Escalera9556 29 1.00 m3 60 26.45 71.81 150.0 kg 36.0 kg 186.0 kg

2/21/2014 11:09:00 AM 9557 30 1.00 m3 59 25.95 71.50 152.0 kg 34.3 kg 186.3 kg2/21/2014

DM-05

11:29:00 AM

Modulo 2A

9558 31 1.32 m3 60 25.91 71.10 199.0 kg 44.3 kg 184.3 kg2/21/2014 11:37:00 AM 9559 32 1.32 m3 60 25.92 70.92 200.0 kg 44.3 kg 185.1 kg2/21/2014 11:45:00 AM 9560 33 1.32 m3 60 25.94 70.96 201.0 kg 44.4 kg 185.9 kg2/21/2014 11:53:00 AM 9561 34 1.32 m3 60 25.69 71.33 204.0 kg 43.2 kg 187.3 kg2/21/2014 12:02:00 PM 9562 35 1.32 m3 59 25.83 70.90 203.0 kg 43.9 kg 187.1 kg2/21/2014

DM-05

12:31:00 PM

Modulo 1A

9563 36 1.50 m3 59 25.99 71.65 234.0 kg 49.4 kg 188.9 kg2/21/2014 12:40:00 PM 9564 37 1.50 m3 60 25.21 71.39 239.0 kg 45.3 kg 189.5 kg

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Cimiento (6.5 m3)

Casas (0.30m3)

Pista (6.8 m3)

Pista (6.8 m3)

Vereda (4.5m3)

Cimiento (6.8 m3)

Page 17: Data Producción Concretooo

2/21/2014DM-05

12:50:00 PMModulo 1A

9565 38 1.50 m3 59 24.57 70.63 244.0 kg 41.9 kg 190.6 kg2/21/2014 01:00:00 PM 9566 39 1.50 m3 60 24.10 70.67 245.0 kg 39.4 kg 189.6 kg2/21/2014

DM-0501:12:00 PM

Bateria9567 40 1.00 m3 58 22.76 71.67 171.0 kg 23.0 kg 194.0 kg

2/21/2014 01:31:00 PM 9568 41 1.10 m3 59 22.89 71.44 187.0 kg 25.9 kg 193.5 kg2/21/2014 01:46:00 PM 9569 42 1.10 m3 58 23.16 71.31 185.0 kg 26.9 kg 192.7 kg

54.00 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 1/2/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 2/20/2014Hora de Incio: 06:43:00 AM Hora de termino: 01:18:00 PM Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

2/22/2014 9491 1 1.30 m3 0.0 kg2/22/2014 9492 2 1.30 m3 0.0 kg2/22/2014 9493 3 1.30 m3 0.0 kg2/22/2014 9494 4 1.45 m3 0.0 kg2/22/2014 9495 5 1.45 m3 0.0 kg2/22/2014 #DIV/0!2/22/2014 #DIV/0!2/22/2014 #DIV/0!2/22/2014 #DIV/0!2/22/2014 #DIV/0!2/22/2014 DM-05 #DIV/0!2/22/2014 #DIV/0!2/22/2014 #DIV/0!2/22/2014 #DIV/0!2/22/2014

DM-05#DIV/0! 0.00 m3

2/22/2014 #DIV/0! 22/22/2014 #DIV/0!2/22/2014

DM-05#DIV/0!

2/22/2014 #DIV/0!2/22/2014 #DIV/0!2/22/2014 #DIV/0!2/22/2014 #DIV/0!2/22/2014 #DIV/0!2/22/2014 #DIV/0!2/22/2014 #DIV/0!2/22/2014

DM-05#DIV/0!

2/22/2014 #DIV/0!2/22/2014

DM-05

#DIV/0!2/22/2014 #DIV/0!2/22/2014 #DIV/0!2/22/2014 #DIV/0!2/22/2014 #DIV/0!

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Cimiento (6.8 m3)

Page 18: Data Producción Concretooo

2/22/2014

DM-05

#DIV/0!2/22/2014 #DIV/0!2/22/2014 #DIV/0!2/22/2014 #DIV/0!2/22/2014 #DIV/0!

6.80 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 1/24/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 2/24/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

2/24/2014 06:54:00 AM 9618 1 1.30 m3 0.0 kg2/24/2014 06:58:00 AM 9619 2 1.30 m3 0.0 kg2/24/2014 07:01:00 AM 9620 3 1.30 m3 0.0 kg2/24/2014 07:05:00 AM 9621 4 1.30 m3 0.0 kg2/24/2014 07:09:00 AM 9622 5 1.30 m3 0.0 kg2/24/2014 DM-05 07:17:00 AM Casas 9623 6 0.30 m3 0.0 kg2/24/2014 08:14:00 AM 9624 7 1.36 m3 0.0 kg2/24/2014 08:18:00 AM 9625 8 1.36 m3 0.0 kg2/24/2014 08:21:00 AM 9626 9 1.36 m3 0.0 kg2/24/2014 08:26:00 AM 9627 10 1.36 m3 0.0 kg2/24/2014 08:29:00 AM 9628 11 1.36 m3 0.0 kg2/24/2014 08:56:00 AM 9629 12 1.36 m3 0.0 kg2/24/2014 08:59:00 AM 9630 13 1.36 m3 0.0 kg2/24/2014 09:03:00 AM 9631 14 1.36 m3 0.0 kg2/24/2014 09:07:00 AM 9632 15 1.36 m3 0.0 kg2/24/2014 09:10:00 AM 9633 16 1.36 m3 0.0 kg2/24/2014 09:31:00 AM Escalera 9634 17 1.50 m3 63 25.03 71.45 242.0 kg 44.0 kg 190.7 kg2/24/2014 09:44:00 AM Escalera 9635 18 1.50 m3 63 24.66 71.42 240.0 kg 42.0 kg 188.0 kg2/24/2014 09:48:00 AM 9636 19 1.36 m3 0.0 kg2/24/2014 09:52:00 AM 9637 20 1.36 m3 0.0 kg2/25/2014 09:55:00 AM 9638 21 1.36 m3 0.0 kg2/24/2014 09:58:00 AM 9639 22 1.36 m3 0.0 kg2/24/2014 10:02:00 AM 9640 23 1.16 m3 0.0 kg2/24/2014 10:14:00 AM Balcon 9641 24 1.50 m3 63 25.07 71.62 240.0 kg 45.0 kg 190.0 kg2/24/2014

DM-0510:25:00 AM Balcon 9642 25 1.00 m3 58 24.03 71.90 162.0 kg 27.0 kg 189.0 kg

2/24/2014 10:29:00 AM 9643 26 1.36 m3 0.0 kg2/24/2014 10:39:00 AM 9644 27 1.36 m3 0.0 kg2/24/2014 10:47:00 AM Balcon 9645 28 1.00 m3 59 25.06 71.94 156.0 kg 31.0 kg 187.0 kg2/24/2014 10:59:00 AM 9646 29 1.50 m3 0.0 kg2/24/2014 DM-05 11:02:00 AM 9647 30 1.50 m3 0.0 kg2/24/2014

DM-0511:05:00 AM 9648 31 1.50 m3 0.0 kg

2/24/2014 11:28:00 AM

Modulo 2A

9649 32 1.50 m3 61 26.22 71.93 228.0 kg 51.0 kg 186.0 kg2/24/2014 11:36:00 AM 9650 33 1.50 m3 62 26.02 71.56 234.0 kg 50.0 kg 189.3 kg

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Cimiento con aditivo (6.50

m3)

Pistas (6.80 m3)

Pistas (6.80 m3)

Pistas (6.80 m3)

Pistas (2.72 m3)

Pistas (4.50 m3)

Page 19: Data Producción Concretooo

2/24/2014 11:45:00 AM Modulo 2A 9651 34 1.20 m3 59 24.95 71.54 191.0 kg 37.0 kg 190.0 kg2/24/2014 11:53:00 AM 9652 35 1.20 m3 59 25.99 71.64 187.0 kg 42.0 kg 190.8 kg2/24/2014 12:01:00 PM 9653 36 1.20 m3 59 25.81 71.61 188.0 kg 41.0 kg 190.8 kg2/24/2014 12:05:00 PM 9654 37 1.26 m3 0.0 kg2/24/2014

DM-05

12:08:00 PM 9655 38 1.26 m3 0.0 kg2/24/2014 12:11:00 PM 9656 39 1.26 m3 0.0 kg2/24/2014 12:14:00 PM 9657 40 1.26 m3 0.0 kg2/24/2014 12:18:00 PM 9658 41 1.26 m3 0.0 kg2/24/2014 12:27:00 PM

Modulo 1A

9659 42 1.50 m3 61 0.0 kg2/24/2014

DM-05

12:35:00 PM 9660 43 1.50 m3 61 0.0 kg2/24/2014 12:43:00 PM 9661 44 1.50 m3 61 0.0 kg2/24/2014 12:51:00 PM 9662 45 1.50 m3 60 0.0 kg2/24/2014 01:24:00 PM

Bateria9663 46 1.20 m3 59 24.45 71.62 194.0 kg 35.0 kg 190.8 kg

2/24/2014 01:41:00 PM 9664 47 1.20 m3 59 24.68 71.50 191.0 kg 36.0 kg 189.2 kg62.02 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 1/25/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 2/25/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

2/25/2014 06:55:00 AM 9665 1 1.30 m3 0.0 kg2/25/2014 06:59:00 AM 9666 2 1.30 m3 0.0 kg2/25/2014 07:02:00 AM 9667 3 1.30 m3 0.0 kg2/25/2014 07:06:00 AM 9668 4 1.30 m3 0.0 kg2/25/2014 07:10:00 AM 9669 5 1.30 m3 0.0 kg2/25/2014 DM-05 07:19:00 AM Casas 9670 6 0.30 m3 0.0 kg2/25/2014 08:10:00 AM 9671 7 1.36 m3 0.0 kg2/25/2014 08:13:00 AM 9672 8 1.36 m3 0.0 kg2/25/2014 08:17:00 AM 9673 9 1.36 m3 0.0 kg2/25/2014 08:21:00 AM 9674 10 1.36 m3 0.0 kg2/25/2014 08:24:00 AM 9675 11 1.36 m3 0.0 kg2/25/2014 08:51:00 AM 9676 12 1.36 m3 0.0 kg2/25/2014 08:54:00 AM 9677 13 1.36 m3 0.0 kg2/25/2014 08:57:00 AM 9678 14 1.36 m3 0.0 kg2/25/2014 09:00:00 AM 9679 15 1.36 m3 0.0 kg2/25/2014 09:03:00 AM 9680 16 1.36 m3 0.0 kg2/25/2014 09:44:00 AM 9681 17 1.36 m3 0.0 kg2/25/2014 09:47:00 AM 9682 18 1.36 m3 0.0 kg2/25/2014 09:50:00 AM 9683 19 1.36 m3 0.0 kg2/25/2014 09:53:00 AM 9684 20 1.36 m3 0.0 kg2/25/2014 09:56:00 AM 9685 21 1.36 m3 0.0 kg2/25/2014

DM-0510:04:00 AM

Techo9686 22 1.47 m3 60 26.95 72.41 226.0 kg 53.0 kg 189.8 kg

2/25/2014 10:12:00 AM 9687 23 1.47 m3 61 26.93 72.51 228.0 kg 53.0 kg 191.2 kg2/25/2014 10:20:00 AM 9688 24 1.46 m3 60 26.60 72.11 226.0 kg 52.0 kg 190.4 kg

Cimiento (6.50 m3)

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Cimiento con aditivo (6.50

m3)

Pistas (6.80 m3)

Pistas (6.80 m3)

Pistas (6.80 m3)

Page 20: Data Producción Concretooo

2/25/2014 10:24:00 AM 9689 25 1.38 m3 0.0 kg2/25/2014 10:27:00 AM 9690 26 1.38 m3 0.0 kg2/25/2014 10:30:00 AM 9691 27 1.38 m3 0.0 kg2/25/2014 10:33:00 AM 9692 28 1.36 m3 0.0 kg2/25/2014

DM-0510:44:00 AM

Techo9693 29 1.30 m3 60 26.51 72.45 202.0 kg 46.0 kg 190.8 kg

2/25/2014 10:52:00 AM 9694 31 1.30 m3 60 26.66 72.41 200.0 kg 47.0 kg 190.0 kg2/25/2014 11:00:00 AM 9695 32 1.30 m3 59 26.66 72.42 200.0 kg 47.0 kg 190.0 kg2/25/2014 11:22:00 AM 9696 33 1.00 m3 0.0 kg PRUEBA CASA VISCO 11102/25/2014 9697 34 1.50 m3 0.0 kg Carga errada casa2/25/2014 11:31:00 AM 9698 35 1.50 m3 0.0 kg2/25/2014 11:48:00 AM 9699 36 1.00 m3 0.0 kg PRUEBA CASA VISCO 11102/25/2014 11:53:00 AM 9700 37 1.50 m3 0.0 kg2/25/2014

DM-05

12:04:00 PM

Modulo 1A

9701 38 1.24 m3 60 26.94 72.41 191.0 kg 47.0 kg 191.9 kg2/25/2014 12:12:00 PM 9702 39 1.24 m3 60 26.71 72.20 191.0 kg 46.0 kg 191.1 kg2/25/2014 12:20:00 PM 9703 40 1.24 m3 60 27.60 72.29 188.0 kg 50.0 kg 191.9 kg2/25/2014 12:28:00 PM 9704 41 1.24 m3 59 27.50 72.53 189.0 kg 49.0 kg 191.9 kg2/25/2014 12:36:00 PM 9705 42 1.24 m3 59 27.35 72.29 190.0 kg 49.0 kg 192.7 kg2/25/2014

DM-05

12:54:00 PM

Modulo 2A

9706 43 1.32 m3 60 27.14 72.22 204.0 kg 50.0 kg 192.4 kg2/25/2014 01:02:00 PM 9707 44 1.32 m3 60 25.89 72.22 210.0 kg 44.0 kg 192.4 kg2/25/2014 01:10:00 PM 9708 45 1.32 m3 60 25.47 71.90 211.0 kg 42.0 kg 191.7 kg2/25/2014 01:18:00 PM 9709 46 1.32 m3 60 25.17 72.09 214.0 kg 41.0 kg 193.2 kg2/25/2014 01:26:00 PM 9710 47 1.32 m3 59 25.23 71.94 212.0 kg 41.0 kg 191.7 kg2/25/2014

DM-05

01:53:00 PM

Bateria

9711 48 1.33 m3 58 24.62 72.05 217.0 kg 38.0 kg 191.7 kg2/25/2014 02:03:00 PM 9712 49 1.33 m3 60 25.59 72.41 211.0 kg 43.0 kg 191.0 kg 4.90 m32/25/2014 02:19:00 PM 9713 50 1.34 m3 60 25.95 72.20 212.0 kg 44.0 kg 191.0 kg2/25/2014 02:39:00 PM 9714 51 0.90 m3 58 24.49 72.08 144.0 kg 27.0 kg 190.0 kg

65.20 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 1/25/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 2/25/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

2/26/2014 07:05:00 AM 9715 1 1.30 m3 0.0 kg2/26/2014 07:13:00 AM 9716 2 1.30 m3 0.0 kg2/26/2014 07:17:00 AM 9717 3 1.30 m3 0.0 kg2/26/2014 07:22:00 AM 9718 4 1.30 m3 0.0 kg2/26/2014 07:26:00 AM 9719 5 1.30 m3 0.0 kg2/26/2014 DM-05 07:36:00 AM Casas 9720 6 0.30 m3 0.0 kg2/26/2014 08:22:00 AM 9721 7 1.36 m3 0.0 kg2/26/2014 08:25:00 AM 9722 8 1.36 m3 0.0 kg2/26/2014 08:28:00 AM 9723 9 1.36 m3 0.0 kg2/26/2014 08:31:00 AM 9724 10 1.36 m3 0.0 kg2/26/2014 08:34:00 AM 9725 11 1.36 m3 0.0 kg

Pistas (5.50 m3)

Cimiento (6.80 m3)

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Cimiento con aditivo (6.50

m3)

Pistas (6.80 m3)

Page 21: Data Producción Concretooo

2/26/2014 09:07:00 AM 9726 12 1.36 m3 0.0 kg2/26/2014 09:10:00 AM 9727 13 1.36 m3 0.0 kg2/26/2014 09:13:00 AM 9728 14 1.36 m3 0.0 kg2/26/2014 09:16:00 AM 9729 15 1.36 m3 0.0 kg2/26/2014 09:19:00 AM 9730 16 1.36 m3 0.0 kg2/26/2014 Test 10:47:00 AM 9731 17 1.00 m3 60 25.94 71.19 150.0 kg 34.2 kg 184.2 kg Concreto con Visco 3330, retrazo por falla de instalaciones de manguera2/26/2014 10:51:00 AM 9732 18 1.00 m3 0.0 kg2/26/2014 test 11:14:00 AM 9733 19 1.00 m3 57 25.06 71.20 158.0 kg 31.1 kg 189.1 kg Concreto con Visco 33302/26/2014 11:18:00 AM 9734 20 1.00 m3 0.0 kg2/26/2014 11:23:00 AM 9735 21 1.25 m3 0.0 kg2/26/2014 11:26:00 AM 9736 22 1.25 m3 0.0 kg

Test 11:54:00 AM Balcon 9737 23 1.00 m3 57 26.18 71.96 154.0 kg 35.1 kg 189.1 kg Concreto con Visco 1110Test 12:12:00 PM Balcon 9738 24 1.00 m3 57 25.43 71.76 158.0 kg 32.4 kg 190.4 kg Concreto con Visco 1110

2/26/2014 12:24:00 PM 9739 25 1.17 m3 58 0.0 kg2/26/2014 12:27:00 PM 9740 26 1.17 m3 58 0.0 kg2/26/2014 12:30:00 PM 9741 27 1.16 m3 57 0.0 kg2/26/2014 DM-05 12:53:00 PM Balcon 9742 29 1.00 m3 57 26.47 71.07 149.0 kg 36.1 kg 185.1 kg 472382/26/2014

DM-0501:09:00 PM

Escalera9743 31 1.00 m3 58 0.0 kg

2/26/2014 01:25:00 PM 9744 32 1.00 m3 56 0.0 kg2/26/2014

DM-05

01:42:00 PM

Modulo 1A

9745 38 1.22 m3 58 25.93 72.23 190.0 kg 42.0 kg 190.1 kg2/26/2014 01:50:00 PM 9746 39 1.22 m3 59 25.82 72.08 193.0 kg 41.5 kg 192.2 kg2/26/2014 01:58:00 PM 9747 40 1.22 m3 58 25.81 72.13 193.0 kg 41.4 kg 192.1 kg2/26/2014 02:06:00 PM 9748 41 1.22 m3 58 26.09 71.88 190.0 kg 42.7 kg 190.7 kg2/26/2014 02:14:00 PM 9749 42 1.22 m3 59 25.71 72.19 191.0 kg 41.0 kg 190.2 kg2/26/2014

DM-05

02:24:00 PM

Modulo 2A

9750 43 1.32 m3 59 25.84 72.05 207.0 kg 44.0 kg 190.1 kg2/26/2014 02:33:00 PM 9751 44 1.32 m3 59 26.01 71.90 208.0 kg 44.8 kg 191.5 kg2/26/2014 02:41:00 PM 9752 45 1.32 m3 60 26.06 71.93 205.0 kg 45.0 kg 189.4 kg2/26/2014 02:51:00 PM 9753 46 1.32 m3 58 26.23 71.93 206.0 kg 45.8 kg 190.8 kg2/26/2014 02:59:00 PM 9754 47 1.32 m3 59 26.74 72.11 202.0 kg 48.2 kg 189.5 kg2/26/2014 DM-05 03:16:00 PM Bateria 9755 48 1.00 m3 57 24.91 72.45 159.0 kg 30.6 kg 189.6 kg

49.10 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 1/27/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 2/27/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

2/27/2014 06:46:00 AM 9756 1 1.30 m3 0.0 kg2/27/2014 06:55:00 AM 9757 2 1.30 m3 0.0 kg2/27/2014 06:59:00 AM 9758 3 1.30 m3 0.0 kg2/27/2014 07:02:00 AM 9759 4 1.30 m3 0.0 kg2/27/2014 07:06:00 AM 9760 5 1.30 m3 0.0 kg2/27/2014 DM-05 07:14:00 AM Casas 9761 6 0.30 m3 0.0 kg2/27/2014 08:02:00 AM 9762 7 1.36 m3 0.0 kg

Pistas (6.80 m3)

Cimiento Mas pruebas (6.50 m3)

Vereda (3.50 m3)

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Cimiento con aditivo (6.50

m3)

Pistas (5.50 m3)

Page 22: Data Producción Concretooo

2/27/2014 08:05:00 AM 9763 8 1.36 m3 0.0 kg2/27/2014 08:08:00 AM 9764 9 1.36 m3 0.0 kg2/27/2014 08:12:00 AM 9765 10 1.36 m3 0.0 kg2/27/2014 09:31:00 AM 9766 11 1.36 m3 0.0 kg2/27/2014 09:40:00 AM 9767 12 1.36 m3 0.0 kg2/27/2014 09:44:00 AM 9768 13 1.36 m3 0.0 kg2/27/2014 10:17:00 AM

Escalera9769 14 1.36 m3 24.69 70.67 153.0 kg 30.0 kg 134.6 kg Concreto con Visco 3330

2/27/2014 10:38:00 AM 9770 15 1.36 m3 23.77 70.98 157.0 kg 27.0 kg 135.3 kg Concreto con Visco 33302/27/2014 10:50:00 AM 9771 16 1.36 m3 0.0 kg2/27/2014 10:54:00 AM 9772 17 1.00 m3 0.0 kg2/27/2014 11:04:00 AM 9773 18 1.00 m3 0.0 kg2/27/2014 11:07:00 AM 9774 19 1.00 m3 0.0 kg2/27/2014 11:12:00 AM 9775 20 1.00 m3 0.0 kg2/27/2014 11:15:00 AM 9776 21 1.25 m3 0.0 kg2/27/2014

DM-0511:24:00 AM

Techo9777 22 1.30 m3 25.67 72.09 204.0 kg 42.0 kg 189.2 kg

2/27/2014 11:35:00 AM 9778 23 1.30 m3 25.84 71.90 203.0 kg 43.0 kg 189.2 kg2/27/2014 11:44:00 AM 9779 24 1.30 m3 25.26 72.17 207.0 kg 40.0 kg 190.0 kg2/27/2014 11:55:00 AM

Techo9780 25 1.30 m3 25.50 72.17 208.0 kg 41.0 kg 191.5 kg

2/27/2014 12:07:00 PM 9781 26 1.30 m3 25.68 72.22 207.0 kg 42.0 kg 191.5 kg2/27/2014 12:15:00 PM 9782 27 1.30 m3 26.73 72.29 204.0 kg 47.0 kg 193.1 kg2/27/2014

DM-0512:24:00 PM 9783 29 1.00 m3 0.0 kg

2/27/2014 12:27:00 PM 9784 31 1.00 m3 0.0 kg2/27/2014

DM-05

12:39:00 PM

Modulo 3A

9785 38 1.32 m3 26.37 72.16 208.0 kg 46.0 kg 192.4 kg2/27/2014 12:47:00 PM 9786 39 1.32 m3 25.90 72.05 211.0 kg 44.0 kg 193.2 kg2/27/2014 12:55:00 PM 9787 40 1.32 m3 26.33 72.05 208.0 kg 46.0 kg 192.4 kg2/27/2014 01:03:00 PM 9788 41 1.32 m3 26.20 72.17 209.0 kg 46.0 kg 193.2 kg2/27/2014 01:11:00 PM 9789 42 1.32 m3 26.66 72.13 206.0 kg 48.0 kg 192.4 kg2/27/2014

DM-05

01:33:00 PM

Modulo 1A

9790 43 1.22 m3 60 25.35 72.40 196.0 kg 39.0 kg 192.6 kg2/27/2014 01:41:00 PM 9791 44 1.22 m3 60 24.93 72.06 196.0 kg 38.0 kg 191.8 kg Ruptura de manguera de bomba 4 (stabi)2/27/2014 01:55:00 PM 9792 45 1.22 m3 60 24.99 71.94 196.0 kg 38.0 kg 191.8 kg2/27/2014 02:03:00 PM 9793 46 1.22 m3 60 24.67 72.02 200.0 kg 36.0 kg 193.4 kg2/27/2014 02:11:00 PM 9794 47 1.22 m3 25.07 72.09 198.0 kg 38.0 kg 193.4 kg2/27/2014

DM-05

02:33:00 PM

Bateria

9795 48 1.00 m3 23.88 70.70 157.0 kg 27.0 kg 184.0 kg Concreto con Visco 33302/27/2014 02:53:00 PM 9796 49 1.00 m3 23.54 70.79 158.0 kg 26.0 kg 184.0 kg Concreto con Visco 33302/27/2014 03:07:00 PM 9797 50 1.00 m3 23.91 70.34 156.0 kg 27.0 kg 183.0 kg2/27/2014 03:22:00 PM 9798 51 1.30 m3 24.62 71.12 211.0 kg 37.0 kg 190.8 kg2/27/2014 03:32:00 PM 9799 52 1.30 m3 25.28 71.10 207.0 kg 40.0 kg 190.0 kg

53.75 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 1/25/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 2/25/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

Pistas (5.50 m3)

Vereda (3.20 m3)

Cimiento Mas pruebas (6.50 m3)

Vereda (2.00 m3)

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Page 23: Data Producción Concretooo

2/28/2014 06:39:00 AM 9800 1 1.30 m3 0.0 kg2/28/2014 06:43:00 AM 9801 2 1.30 m3 0.0 kg2/28/2014 06:46:00 AM 9802 3 1.30 m3 0.0 kg2/28/2014 06:50:00 AM 9803 4 1.30 m3 0.0 kg2/28/2014 06:53:00 AM 9804 5 1.30 m3 0.0 kg2/28/2014 DM-05 06:56:00 AM 9805 6 1.00 m3 0.0 kg Prueba Visco 1110 + rapit2/28/2014 10:04:00 AM 9806 7 1.00 m3 0.0 kg2/28/2014 10:11:00 AM 9807 8 1.40 m3 0.0 kg2/28/2014 10:14:00 AM 9808 9 1.40 m3 0.0 kg2/28/2014 10:39:00 AM 9809 10 1.00 m3 0.0 kg Prueba Visco 3330 + rapit2/28/2014 10:46:00 AM 9810 11 1.00 m3 0.0 kg2/28/2014 11:08:00 AM Balcon 9811 12 1.50 m3 0.0 kg2/28/2014 11:27:00 AM

Modulo 1A

9812 13 1.22 m3 0.0 kg2/28/2014 11:36:00 AM 9813 14 1.22 m3 0.0 kg2/28/2014 11:44:00 AM 9814 15 1.22 m3 0.0 kg2/28/2014 11:52:00 AM 9815 16 1.22 m3 0.0 kg2/28/2014 Test 12:00:00 PM 9816 17 1.22 m3 0.0 kg2/28/2014 12:04:00 PM 9817 18 1.26 m3 0.0 kg2/28/2014 test 12:07:00 PM 9818 19 1.26 m3 0.0 kg2/28/2014 12:11:00 PM 9819 20 1.26 m3 0.0 kg2/28/2014 12:14:00 PM 9820 21 1.26 m3 0.0 kg2/28/2014 12:17:00 PM 9821 22 1.26 m3 0.0 kg2/28/2014 Test 12:25:00 PM

Modulo 3A

9822 23 1.32 m3 61 27.03 72.31 200.0 kg 50.0 kg 189.4 kg2/28/2014 Test 12:37:00 PM 9823 24 1.32 m3 61 26.91 72.13 204.0 kg 49.0 kg 191.7 kg2/28/2014 12:46:00 PM 9824 25 1.32 m3 60 26.66 71.90 206.0 kg 48.0 kg 192.4 kg2/28/2014 12:55:00 PM 9825 26 1.32 m3 60 26.25 71.99 207.0 kg 46.0 kg 191.7 kg2/28/2014 01:03:00 PM 9826 27 1.32 m3 61 25.70 72.05 210.0 kg 43.0 kg 191.7 kg

33.80 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 1/27/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 2/27/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

3/1/2014 06:42:00 AM 9827 1 1.30 m3 0.0 kg3/1/2014 06:45:00 AM 9828 2 1.30 m3 0.0 kg3/1/2014 06:49:00 AM 9829 3 1.30 m3 0.0 kg3/1/2014 06:52:00 AM 9830 4 1.30 m3 0.0 kg3/1/2014 06:56:00 AM 9831 5 1.50 m3 0.0 kg3/1/2014 DM-05 08:08:00 AM 9832 6 1.36 m3 0.0 kg3/1/2014 08:11:00 AM 9833 7 1.36 m3 0.0 kg3/1/2014 08:15:00 AM 9834 8 1.36 m3 0.0 kg3/1/2014 08:18:00 AM 9835 9 1.36 m3 0.0 kg3/1/2014 08:21:00 AM 9836 10 1.36 m3 0.0 kg3/1/2014 08:36:00 AM

Escalera9837 11 1.00 m3 60 25.28 72.20 152.0 kg 32.0 kg 184.0 kg

Cimiento con aditivo (6.50

m3)

Cimiento (6.80 m3)

Vereda (6.30 m3)

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Cimiento con aditivo (6.70

m3)

Vereda (6.80 m3)

Page 24: Data Producción Concretooo

3/1/2014 08:54:00 AMEscalera

9838 12 1.00 m3 60 24.51 72.35 157.0 kg 29.0 kg 186.0 kg3/1/2014 09:06:00 AM

Escalera9839 13 1.00 m3 58 24.22 72.35 155.0 kg 28.0 kg 183.0 kg

3/1/2014 09:20:00 AM 9840 14 1.00 m3 58 24.34 72.16 156.0 kg 29.0 kg 185.0 kg3/1/2014 09:30:00 AM Balcon 9841 15 1.00 m3 60 24.36 72.39 156.0 kg 29.0 kg 185.0 kg3/1/2014 09:49:00 AM

Vereda9842 16 1.10 m3 0.0 kg

3/1/2014 09:52:00 AM 9843 17 1.10 m3 0.0 kg3/1/2014 09:55:00 AM 9844 18 1.10 m3 0.0 kg3/1/2014 10:08:00 AM

Techo9845 19 1.47 m3 62 26.87 72.59 227.0 kg 53.0 kg 190.5 kg

3/1/2014 10:16:00 AM 9846 20 1.47 m3 61 26.96 72.53 228.0 kg 43.0 kg 184.4 kg3/1/2014 10:24:00 AM 9847 21 1.46 m3 61 26.98 72.59 226.0 kg 53.0 kg 191.1 kg3/1/2014

DM-0510:46:00 AM 9848 22 1.00 m3 0.0 kg

3/1/2014 10:50:00 AM 9849 23 1.00 m3 0.0 kg3/1/2014 10:54:00 AM 9850 24 1.43 m3 0.0 kg3/1/2014 10:57:00 AM 9851 25 1.43 m3 0.0 kg3/1/2014 11:00:00 AM 9852 26 1.44 m3 0.0 kg3/1/2014 11:08:00 AM

Techo9853 27 1.30 m3 60 27.32 72.74 198.0 kg 50.0 kg 190.8 kg

3/1/2014DM-05

11:16:00 AM 9854 29 1.30 m3 60 26.95 72.43 201.0 kg 48.0 kg 191.5 kg3/1/2014 11:24:00 AM 9855 31 1.30 m3 61 27.11 72.40 201.0 kg 49.0 kg 192.3 kg3/1/2014

DM-05

11:34:00 AM

Modulo 3A

9856 38 1.32 m3 62 26.41 72.43 205.0 kg 47.0 kg 190.9 kg3/1/2014 11:42:00 AM 9857 39 1.32 m3 61 26.30 72.09 205.0 kg 46.0 kg 190.2 kg3/1/2014 11:50:00 AM 9858 40 1.32 m3 61 26.22 71.85 206.0 kg 46.0 kg 190.9 kg3/1/2014 12:05:00 PM 9859 41 1.32 m3 61 26.19 71.88 205.0 kg 46.0 kg 190.2 kg3/1/2014 12:14:00 PM 9860 42 1.32 m3 60 26.58 71.90 203.0 kg 47.0 kg 189.4 kg3/1/2014

DM-05

12:32:00 PM

Modulo 1A

9861 43 1.22 m3 61 25.35 72.03 192.0 kg 39.0 kg 189.3 kg3/1/2014 12:40:00 PM 9862 44 1.22 m3 62 25.07 71.92 195.0 kg 38.0 kg 191.0 kg3/1/2014 12:48:00 PM 9863 45 1.22 m3 60 24.91 71.94 196.0 kg 38.0 kg 191.8 kg3/1/2014 12:57:00 PM 9864 46 1.22 m3 61 25.30 71.68 195.0 kg 38.0 kg 191.0 kg3/1/2014 01:05:00 PM 9865 47 1.22 m3 61 25.14 71.93 194.0 kg 39.0 kg 191.0 kg3/1/2014

DM-05

01:19:00 PM

Bateria

9866 48 1.30 m3 61 24.50 71.99 214.0 kg 37.0 kg 193.1 kg3/1/2014 01:44:00 PM 9867 49 1.33 m3 61 24.52 72.06 219.0 kg 38.0 kg 193.2 kg3/1/2014 01:52:00 PM 9868 50 1.33 m3 62 24.50 71.99 214.0 kg 37.0 kg 188.7 kg3/1/2014 02:06:00 PM 9869 51 1.10 m3 61 24.81 72.17 178.0 kg 33.4 kg 192.2 kg

54.16 m3

FRV

Cimiento (6.70 m3)

Page 25: Data Producción Concretooo

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 3/4/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 3/10/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

3/17/2014 10:16:00 AM 1 1.30 m3 0.0 kg3/17/2014 10:19:00 AM 2 1.30 m3 0.0 kg3/17/2014 10:23:00 AM 3 1.30 m3 0.0 kg3/17/2014 10:26:00 AM 4 1.30 m3 0.0 kg3/17/2014 10:31:00 AM 5 1.50 m3 0.0 kg3/17/2014 10:45:00 AM

Modulo 2A

6 1.40 m3 25.92 216.0 kg 47.0 kg 187.9 kg3/17/2014 10:52:00 AM 7 1.40 m3 26.00 214.0 kg 47.0 kg 186.4 kg3/17/2014 11:00:00 AM 8 1.40 m3 25.57 217.0 kg 45.0 kg 187.1 kg3/17/2014 11:09:00 AM 9 1.40 m3 25.56 220.0 kg 45.0 kg 189.3 kg3/17/2014 11:17:00 AM 10 1.40 m3 26.04 71.41 216.0 kg 47.0 kg 187.9 kg3/17/2014 TEST 11:35:00 AM Escalera 11 1.40 m3 25.34 71.15 235.0 kg 46.0 kg 200.7 kg3/17/2014 11:40:00 AM 12 1.30 m3 0.0 kg3/17/2014 TEST 11:44:00 AM 13 1.40 m3 0.0 kg3/17/2014 11:47:00 AM 14 1.30 m3 0.0 kg3/17/2014 TEST 11:51:00 AM 15 1.30 m3 0.0 kg3/17/2014 11:54:00 AM 16 1.30 m3 0.0 kg3/17/2014

TEST12:02:00 PM

Escalera17 1.40 m3 24.50 70.72 127.0 kg 28.0 kg 110.7 kg

3/17/2014 12:10:00 PM 18 1.40 m3 24.03 70.14 130.0 kg 26.0 kg 111.4 kg3/17/2014 12:20:00 PM Balcon 19 1.40 m3 25.38 70.92 200.0 kg 41.0 kg 172.1 kg3/17/2014 TEST 12:33:00 PM Balcon 20 1.40 m3 25.17 70.98 200.0 kg 40.0 kg 171.4 kg3/17/2014 12:53:00 PM 21 1.40 m3 0.0 kg3/17/2014

TEST12:57:00 PM 22 1.40 m3 0.0 kg

3/17/2014 01:00:00 PM 23 1.40 m3 0.0 kg3/17/2014 01:04:00 PM 24 1.20 m3 0.0 kg3/17/2014 TEST 01:11:00 PM

Modulo 1A

25 1.40 m3 25.45 71.21 187.0 kg 40.0 kg 162.1 kg3/17/2014 01:19:00 PM 26 1.40 m3 25.37 71.10 188.0 kg 40.0 kg 162.9 kg3/17/2014 01:26:00 PM 27 1.40 m3 25.36 70.95 186.0 kg 39.0 kg 160.7 kg3/17/2014 01:34:00 PM 28 1.40 m3 25.31 70.79 186.0 kg 39.0 kg 160.7 kg3/17/2014 01:42:00 PM 29 1.40 m3 25.62 70.87 186.0 kg 41.0 kg 162.1 kg

#REF! 43 1.24 m3 0.0 kg40.94 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 3/4/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 3/18/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

3/18/2014 07:00:00 AM 10362 1 1.30 m3 0.0 kg3/18/2014 07:03:00 AM 10363 2 1.30 m3 0.0 kg3/18/2014 07:07:00 AM 10364 3 1.30 m3 0.0 kg

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Cimiento con aditivo (7.00 m3)

Cimiento (6.60m3)

Pista (6.80m3)

Test Visco 1110

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Cimiento con aditivo (7.00 m3)

Page 26: Data Producción Concretooo

3/18/2014 07:10:00 AM 10365 4 1.30 m3 0.0 kg3/18/2014 07:13:00 AM 10366 5 1.30 m3 0.0 kg3/18/2014 07:17:00 AM 10367 6 0.50 m3 0.0 kg3/18/2014 08:17:00 AM 10368 7 1.40 m3 0.0 kg3/18/2014 08:21:00 AM 10369 8 1.40 m3 0.0 kg3/18/2014 08:24:00 AM 10370 9 1.40 m3 0.0 kg3/18/2014 08:27:00 AM 10371 10 1.40 m3 #REF!3/18/2014 08:30:00 AM 10372 11 1.40 m3 0.0 kg3/18/2014 09:32:00 AM 10373 12 1.50 m3 0.0 kg3/18/2014 09:36:00 AM 10374 13 1.50 m3 0.0 kg3/18/2014 09:39:00 AM 10375 14 1.50 m3 0.0 kg3/18/2014 09:42:00 AM 10376 15 1.50 m3 0.0 kg3/18/2014 12:00:00 AM 10377 16 1.50 m3 0.0 kg3/18/2014

DM-0510:06:00 AM

Techo10378 17 1.47 m3 61 26.09 71.10 224.0 kg 49.0 kg 185.7 kg

3/18/2014 10:14:00 AM 10379 18 1.47 m3 62 26.22 70.90 224.0 kg 50.0 kg 186.4 kg3/18/2014 10:23:00 AM 10380 19 1.46 m3 61 25.90 70.79 222.0 kg 48.0 kg 184.9 kg3/18/2014 10:26:00 AM 10381 20 1.50 m3 0.0 kg3/18/2014 10:29:00 AM 10382 21 1.50 m3 0.0 kg3/18/2014 10:33:00 AM 10383 22 1.50 m3 0.0 kg3/18/2014 10:36:00 AM 10384 23 1.50 m3 0.0 kg3/18/2014 10:39:00 AM 10385 24 1.50 m3 0.0 kg3/18/2014

DM-05

10:47:00 AMTecho

10386 25 1.30 m3 60 25.60 71.42 199.0 kg 42.0 kg 185.4 kg3/18/2014 10:54:00 AM 10387 26 1.30 m3 60 25.60 71.35 200.0 kg 42.0 kg 186.2 kg3/18/2014 11:02:00 AM 10388 27 1.30 m3 60 26.08 71.21 197.0 kg 44.0 kg 185.4 kg3/18/2014 11:12:00 AM

Modulo 2A

10389 28 1.32 m3 60 25.72 71.21 206.0 kg 43.0 kg 188.6 kg3/18/2014 11:19:00 AM 10390 29 1.32 m3 61 25.90 71.21 202.0 kg 44.0 kg 186.4 kg3/18/2014 11:28:00 AM 10391 30 1.32 m3 62 25.91 71.21 203.0 kg 43.0 kg 186.4 kg3/18/2014 11:36:00 AM 10392 35 1.32 m3 62 26.47 71.31 200.0 kg 47.0 kg 187.1 kg3/18/2014 11:43:00 AM 10393 36 1.32 m3 61 26.46 71.07 199.0 kg 47.0 kg 186.4 kg3/18/2014 11:47:00 AM 10394 37 1.50 m3 0.0 kg3/18/2014 11:51:00 AM 10395 38 1.50 m3 0.0 kg3/18/2014 11:54:00 AM 10396 39 1.50 m3 0.0 kg3/18/2014 11:57:00 AM 10397 40 1.50 m3 0.0 kg3/18/2014 12:00:00 PM 10398 41 1.50 m3 0.0 kg3/18/2014

DM-05

12:08:00 PM

Modulo 1A

10399 42 1.22 m3 60 26.39 71.54 185.0 kg 44.0 kg 187.7 kg3/18/2014 12:16:00 PM 10400 43 1.22 m3 60 26.06 71.41 187.0 kg 43.0 kg 188.5 kg3/18/2014 12:23:00 PM 10401 44 1.22 m3 60 26.62 71.37 184.0 kg 45.0 kg 187.7 kg3/18/2014 12:31:00 PM 10402 45 1.22 m3 60 26.52 71.45 183.0 kg 45.0 kg 186.9 kg3/18/2014 12:38:00 PM 10403 46 1.22 m3 60 26.82 71.34 182.0 kg 46.0 kg 186.9 kg3/18/2014 DM-05 12:56:00 PM Bateria Izq 10404 47 1.30 m3 60 26.63 71.62 197.0 kg 47.0 kg 187.7 kg3/18/2014 01:00:00 PM

Cimiento

10405 48 1.00 m3 0.0 kg3/18/2014 01:03:00 PM 10406 49 1.00 m3 0.0 kg3/18/2014

DM-05

01:10:00 PMBateria Der.

10407 50 1.23 m3 60 26.00 71.51 189.0 kg 43.0 kg 188.6 kg3/18/2014 01:18:00 PM 10408 51 1.23 m3 61 26.08 71.39 187.0 kg 43.0 kg 187.0 kg

01:31:00 PM 10409 52 1.24 m3 60 25.56 71.47 191.0 kg 41.0 kg 187.1 kgSuma 64.50 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 3/4/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 3/19/2014

Cimiento con aditivo (7.00 m3)

Cimiento (7.00 m3)

Pista (7.50 m3)

Pista (7.50 m3)

Cimiento (7.50m3)

Page 27: Data Producción Concretooo

Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

3/19/2014 06:57:00 AM 10410 1 1.50 m3 0.0 kg3/19/2014 07:00:00 AM 10411 2 1.50 m3 0.0 kg3/19/2014 07:04:00 AM 10412 3 1.50 m3 0.0 kg3/19/2014 07:07:00 AM 10413 4 1.50 m3 0.0 kg3/19/2014 07:10:00 AM 10414 5 1.50 m3 0.0 kg3/19/2014 08:03:00 AM 10415 6 1.50 m3 0.0 kg3/19/2014 08:10:00 AM 10416 7 1.50 m3 0.0 kg3/19/2014 08:20:00 AM 10417 8 1.50 m3 0.0 kg3/19/2014 08:25:00 AM 10418 9 1.50 m3 #REF!3/19/2014 08:36:00 AM 10419 10 1.50 m3 0.0 kg3/19/2014 09:20:00 AM Escalera 10420 11 1.50 m3 61 26.05 71.88 246.0 kg 50.0 kg 197.3 kg3/19/2014 09:33:00 AM 10421 12 1.50 m33/19/2014 09:43:00 AM 10422 13 1.50 m3 0.0 kg3/19/2014 09:51:00 AM Escalera 10423 14 1.50 m3 62 25.13 71.90 251.0 kg 45.0 kg 197.3 kg3/19/2014 09:56:00 AM 10424 15 1.50 m3 0.0 kg3/19/2014 10:01:00 AM 10425 16 1.50 m33/19/2014 12:00:00 AM 10426 17 1.50 m3 0.0 kg3/19/2014

DM-0510:18:00 AM

Balcones10427 18 1.50 m3 59 25.36 72.15 257.0 kg 46.0 kg 202.0 kg

3/19/2014 10:45:00 AM 10428 19 1.50 m3 61 25.43 71.94 254.0 kg 46.0 kg 200.0 kg3/19/2014 11:11:00 AM 10429 20 1.50 m3 0.0 kg3/19/2014 11:15:00 AM 10430 21 1.50 m3 0.0 kg3/19/2014 11:19:00 AM 10431 22 1.50 m3 0.0 kg3/19/2014 11:23:00 AM 10432 23 1.50 m3 0.0 kg3/19/2014 11:30:00 AM 10433 24 1.50 m3 0.0 kg3/19/2014 11:46:00 AM

Modulo 2A

10434 25 1.40 m3 59 25.88 71.86 234.0 kg 47.0 kg 200.7 kg3/19/2014 11:51:00 AM 10435 26 1.40 m3 61 25.55 71.75 236.0 kg 45.0 kg 200.7 kg3/19/2014 11:57:00 AM 10436 27 1.40 m3 60 25.71 71.71 235.0 kg 46.0 kg 200.7 kg3/19/2014 12:02:00 PM 10437 28 1.40 m3 59 25.39 71.68 237.0 kg 44.0 kg 200.7 kg3/19/2014 12:08:00 PM 10438 29 1.40 m3 59 25.94 72.03 236.0 kg 47.0 kg 202.1 kg3/19/2014

DM-05

12:17:00 PM

Modulo 1A

10439 30 1.50 m3 59 25.34 71.90 255.0 kg 46.0 kg 200.7 kg3/19/2014 12:28:00 PM 10440 31 1.50 m3 60 26.00 71.90 252.0 kg 49.0 kg 200.7 kg3/19/2014 12:34:00 PM 10441 32 1.50 m3 59 26.25 71.85 250.0 kg 51.0 kg 200.7 kg3/19/2014 12:39:00 PM 10442 33 1.50 m3 60 28.06 71.96 240.0 kg 60.0 kg 200.0 kg3/19/2014 DM-05 12:57:00 PM 10443 34 1.50 m3 0.0 kg3/19/2014 01:16:00 PM 10444 35 1.50 m3 0.0 kg3/19/2014 01:26:00 PM 10445 36 1.50 m3 0.0 kg3/19/2014

DM-05

01:34:00 PM 10446 37 1.50 m3 0.0 kg3/19/2014 01:38:00 PM 10447 38 1.50 m3 0.0 kg3/19/2014 02:24:00 PM 10448 39 1.50 m33/19/2014 02:28:00 PM 10449 40 1.50 m3 0.0 kg

59.50 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 3/4/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 3/20/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Vereda (7.50 m3)

Pistas (7.50 m3)

Cimiento (3.00 m3)

Cimiento (4.50 m3)

Cimiento (4.50 m3)

Vereda (3.00 m3)

Cimiento (7.50m3)

Cimiento (3.00m3)

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Page 28: Data Producción Concretooo

3/20/2014 06:28:00 AM 10450 1 1.50 m3 0.0 kg3/20/2014 06:31:00 AM 10451 2 1.50 m3 0.0 kg3/20/2014 06:34:00 AM 10452 3 1.50 m3 0.0 kg3/20/2014 06:37:00 AM 10453 4 1.50 m3 0.0 kg3/20/2014 06:40:00 AM 10454 5 1.50 m3 0.0 kg3/20/2014 06:51:00 AM 10455 6 1.50 m3 0.0 kg3/20/2014 07:15:00 AM 10456 7 1.50 m3 0.0 kg3/20/2014 07:32:00 AM 10457 8 1.50 m3 0.0 kg3/20/2014 07:35:00 AM 10458 9 1.50 m3 #REF!3/20/2014 07:38:00 AM 10459 10 1.50 m3 0.0 kg3/20/2014 07:41:00 AM 10460 11 1.50 m3 0.0 kg3/20/2014 07:44:00 AM 10461 12 1.50 m3 0.0 kg3/20/2014 09:02:00 AM 10462 13 1.50 m3 0.0 kg3/20/2014 09:06:00 AM 10463 14 1.50 m3 0.0 kg3/20/2014 09:10:00 AM 10464 15 1.50 m3 0.0 kg3/20/2014 09:14:00 AM 10465 16 1.50 m3 0.0 kg3/20/2014 09:19:00 AM 10466 17 1.50 m3 0.0 kg3/20/2014

DM-0510:07:00 AM

Techo10467 18 1.50 m3 63 26.47 71.97 246.0 kg 52.0 kg 198.7 kg Concreto Viscoso

3/20/2014 10:22:00 AM 10468 19 1.50 m3 63 26.65 71.85 247.0 kg 53.0 kg 200.0 kg Concreto Viscoso 3/20/2014 10:32:00 AM 10469 20 1.50 m3 61 26.07 71.93 250.0 kg 50.0 kg 200.0 kg3/20/2014 10470 21 1.50 m3 0.0 kg3/20/2014 10471 22 1.50 m3 0.0 kg3/20/2014 10472 23 1.50 m3 0.0 kg3/20/2014 10473 24 1.50 m3 0.0 kg3/20/2014 10474 25 1.50 m3 0.0 kg3/20/2014 11:09:00 AM

Techo10475 26 1.47 m3 60 26.68 71.96 239.0 kg 52.0 kg 198.0 kg

3/20/2014 11:18:00 AM 10476 27 1.47 m3 59 27.08 71.88 241.0 kg 54.0 kg 200.7 kg3/20/2014 11:23:00 AM 10477 28 1.46 m3 59 26.81 71.76 240.0 kg 53.0 kg 200.7 kg3/20/2014 11:49:00 AM

Modulo 3A

10478 29 1.40 m3 59 30.14 72.06 229.0 kg 71.0 kg 214.3 kg3/20/2014

DM-05

11:54:00 AM 10479 30 1.50 m3 60 26.92 71.75 249.0 kg 54.0 kg 202.0 kg3/20/2014 12:08:00 PM 10480 31 1.50 m3 60 26.81 71.70 251.0 kg 54.0 kg 203.3 kg3/20/2014 12:13:00 PM 10481 32 1.50 m3 59 26.10 71.76 255.0 kg 50.0 kg 203.3 kg3/20/2014 12:23:00 PM

Modulo 1A

10482 33 1.50 m3 60 25.72 71.61 257.0 kg 48.0 kg 203.3 kg3/20/2014 DM-05 12:28:00 PM 10483 34 1.50 m3 59 25.93 71.65 256.0 kg 49.0 kg 203.3 kg3/20/2014 12:40:00 PM 10484 35 1.50 m3 59 26.44 71.38 253.0 kg 52.0 kg 203.3 kg3/20/2014 12:45:00 PM 10485 36 1.50 m3 59 25.99 71.35 254.0 kg 49.0 kg 202.0 kg3/20/2014

DM-05

01:11:00 PM

Bateria

10486 37 1.50 m3 58 26.40 71.44 251.0 kg 52.0 kg 202.0 kg3/20/2014 01:23:00 PM 10487 38 1.50 m3 58 26.23 71.33 253.0 kg 51.0 kg 202.7 kg3/20/2014 10488 39 1.50 m3 58 26.04 71.22 254.0 kg 50.0 kg 202.7 kg3/20/2014

58.30 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 3/4/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 3/20/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

3/21/2014 06:51:00 AM 10489 1 1.50 m3 0.0 kg3/21/2014 06:55:00 AM 10490 2 1.50 m3 0.0 kg

Vereda (7.50 m3)

resamar casas

Pistas (7.50 m3)

Cimiento (7.50 m3)

Cimiento (7.50m3)

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Cimiento (7.50 m3)

Page 29: Data Producción Concretooo

3/21/2014 06:59:00 AM 10491 3 1.50 m3 0.0 kg3/21/2014 07:02:00 AM 10492 4 1.50 m3 0.0 kg3/21/2014 07:10:00 AM 10493 5 1.50 m3 0.0 kg3/21/2014 07:19:00 AM resamar 10494 6 1.50 m3 0.0 kg3/21/2014 08:14:00 AM 10495 7 1.50 m3 0.0 kg3/21/2014 08:18:00 AM 10496 8 1.50 m3 0.0 kg3/21/2014 08:21:00 AM 10497 9 1.50 m3 #REF!3/21/2014 08:24:00 AM 10498 10 1.50 m3 0.0 kg3/21/2014 08:28:00 AM 10499 11 1.50 m3 0.0 kg3/21/2014 09:46:00 AM 10500 12 1.50 m3 0.0 kg3/21/2014 09:50:00 AM 10501 13 1.50 m3 0.0 kg3/21/2014 09:53:00 AM 10502 14 1.50 m3 0.0 kg

3/21/2014 10:10:00 AM 10503 15 1.50 m3 0.0 kg

3/21/2014 11:29:00 AM 10504 16 1.50 m3 0.0 kg3/21/2014 11:35:00 AM 10505 17 1.50 m3 0.0 kg3/21/2014

DM-0511:40:00 AM 10506 18 1.50 m3 0.0 kg

3/21/2014 11:44:00 AM 10507 19 1.50 m3 0.0 kg3/21/2014 11:48:00 AM 10508 20 1.50 m3 0.0 kg3/21/2014 12:06:00 PM

Balcones10509 21 1.50 m3 27.81 72.11 242.0 kg 59.0 kg 200.7 kg

3/21/2014 12:15:00 PM 10510 22 1.50 m3 26.87 72.00 248.0 kg 54.0 kg 201.3 kg Escalera 13/21/2014 12:42:00 PM 10511 23 1.50 m3 26.46 7124.00 232.0 kg 52.0 kg 189.3 kg Test cemento Nacional falto 5lt de agua 3/21/2014 12:52:00 PM 10512 24 1.50 m3 0.0 kg3/21/2014 12:56:00 PM 10513 25 1.50 m3 0.0 kg3/21/2014 01:00:00 PM 10514 26 1.47 m3 0.0 kg3/21/2014 01:03:00 PM 10515 27 1.47 m3 0.0 kg3/21/2014 01:07:00 PM 10516 28 1.46 m3 0.0 kg3/21/2014 01:13:00 PM Escalera 10517 29 1.40 m3 26.46 71.96 249.0 kg 52.0 kg 215.0 kg3/21/2014

DM-05

01:34:00 PMModulo 1A

10518 30 1.50 m3 0.0 kg3/21/2014 01:40:00 PM 10519 31 1.50 m3 0.0 kg3/21/2014 01:45:00 PM 10520 32 1.50 m3 0.0 kg3/21/2014 01:48:00 PM 10521 33 1.50 m3 0.0 kg3/21/2014 DM-05 01:52:00 PM 10522 34 1.50 m3 0.0 kg3/21/2014 01:57:00 PM Modulo 1A 10523 35 1.50 m3 0.0 kg3/21/2014 02:09:00 PM

Modulo 3A

10524 36 1.50 m3 0.0 kg3/21/2014

DM-05

02:14:00 PM 10525 37 1.50 m3 0.0 kg3/21/2014 02:19:00 PM 10526 38 1.50 m3 0.0 kg3/21/2014 02:24:00 PM 10527 39 1.50 m3 0.0 kg3/21/2014 02:30:00 PM 10528 40 1.50 m3 0.0 kg

59.80 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 3/4/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 3/22/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

3/22/2014 06:51:00 AM 10529 1 1.50 m3 0.0 kg3/22/2014 06:55:00 AM 10530 2 1.50 m3 0.0 kg3/22/2014 07:00:00 AM 10531 3 1.50 m3 0.0 kg

Cimiento (7.50 m3)

Cimiento (7.50 m3)

Pista (6.00 m3)

Ruptura de esparrago de sujecion celda de pasaje-bascula grande de agua

Pista (7.50 m3)

Cimiento (7.50 m3)

Cimiento (3.00 m3)

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Cimiento (7.50m3)

Page 30: Data Producción Concretooo

3/22/2014 07:05:00 AM 10532 4 1.50 m3 0.0 kg3/22/2014 07:10:00 AM 10533 5 1.50 m3 0.0 kg3/22/2014 07:19:00 AM resamar 10534 6 0.30 m3 0.0 kg3/22/2014 08:18:00 AM 10535 7 1.17 m3 0.0 kg3/22/2014 08:21:00 AM 10536 8 1.17 m3 0.0 kg3/22/2014 08:26:00 AM 10537 9 1.16 m3 #REF!3/22/2014 09:38:00 AM

Techo10538 10 1.50 m3 61 26.99 72.11 246.0 kg 55.0 kg 200.7 kg

3/22/2014 09:49:00 AM 10539 11 1.50 m3 60 26.75 71.67 249.0 kg 53.0 kg 201.3 kg3/22/2014 09:55:00 AM 10540 12 1.50 m3 60 26.62 71.67 247.0 kg 53.0 kg 200.0 kg3/22/2014 10:05:00 AM

Techo10541 13 1.50 m3 60 26.71 71.82 250.0 kg 53.0 kg 202.0 kg

3/22/2014 10:11:00 AM 10542 14 1.50 m3 59 26.57 71.86 250.0 kg 52.0 kg 201.3 kg3/22/2014 10:18:00 AM 10543 15 1.50 m3 59 27.09 71.73 245.0 kg 55.0 kg 200.0 kg3/22/2014 10:34:00 AM

Modulo 3A

10544 16 1.36 m3 59 27.03 71.68 218.0 kg 51.0 kg 197.8 kg3/22/2014 10:40:00 AM 10545 17 1.36 m3 59 27.35 71.70 218.0 kg 52.0 kg 198.5 kg3/22/2014

DM-0510:46:00 AM 10546 18 1.50 m3 59 27.76 71.97 241.0 kg 59.0 kg 200.0 kg

3/22/2014 10:52:00 AM 10547 19 1.50 m3 59 27.92 71.85 240.0 kg 60.0 kg 200.0 kg3/22/2014 11:10:00 AM

Modulo 1A

10548 20 1.50 m3 59 27.19 71.76 243.0 kg 56.0 kg 199.3 kg3/22/2014 11:16:00 AM 10549 21 1.50 m3 59 26.86 71.42 245.0 kg 54.0 kg 199.3 kg3/22/2014 11:22:00 AM 10550 22 1.50 m3 59 26.82 71.51 245.0 kg 54.0 kg 199.3 kg3/22/2014 11:27:00 AM 10551 23 1.50 m3 26.83 71.56 235.0 kg 54.0 kg 192.7 kg

32.02 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 3/4/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 3/24/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

3/24/2014 06:49:00 AM 10553 1 1.50 m3 0.0 kg3/24/2014 06:52:00 AM 10554 2 1.50 m3 0.0 kg3/24/2014 06:55:00 AM 10555 3 1.50 m3 0.0 kg3/24/2014 06:59:00 AM 10556 4 1.50 m3 0.0 kg3/24/2014 07:06:00 AM 10557 5 1.50 m3 0.0 kg3/24/2014 07:17:00 AM 10558 6 0.30 m3 0.0 kg3/24/2014 07:32:00 AM 10559 7 0.30 m3 0.0 kg3/24/2014 08:39:00 AM 10560 8 1.10 m3 0.0 kg3/24/2014 08:42:00 AM 10561 9 1.10 m3 #REF!3/24/2014 08:46:00 AM 10562 10 1.10 m3 0.0 kg3/24/2014 09:25:00 AM Balcon 10563 11 1.50 m3 60 25.87 71.85 250.0 kg 49.0 kg 199.3 kg3/24/2014 09:44:00 AM Balcon 10564 12 1.50 m3 60 25.36 71.64 255.0 kg 46.0 kg 200.7 kg3/24/2014 10:03:00 AM escalera 10565 13 1.50 m3 25.25 71.50 254.0 kg 45.0 kg 199.3 kg3/24/2014 10:37:00 AM escalera 10566 14 1.50 m3 27.34 71.90 245.0 kg 57.0 kg 201.3 kg3/24/2014 11:04:00 AM

Modulo 3A

10567 15 1.50 m3 59 27.48 71.90 229.0 kg 57.0 kg 190.7 kg3/24/2014 11:10:00 AM 10568 16 1.36 m3 59 27.00 71.75 232.0 kg 52.0 kg 208.8 kg3/24/2014 11:16:00 AM 10569 17 1.36 m3 59 26.96 71.51 231.0 kg 52.0 kg 208.1 kg3/24/2014

DM-0511:23:00 AM 10570 18 1.50 m3 59 26.82 71.61 233.0 kg 51.0 kg 189.3 kg

3/24/2014 11:29:00 AM 10571 19 1.50 m3 59 26.82 71.62 230.0 kg 51.0 kg 187.3 kg3/24/2014 11:48:00 AM

Modulo 1A

10572 20 1.50 m3 60 27.06 71.41 246.0 kg 55.0 kg 200.7 kg3/24/2014 11:54:00 AM 10573 21 1.50 m3 60 26.87 71.54 247.0 kg 54.0 kg 200.7 kg

Cimiento (7.50m3)

Cimiento (7.50m3)

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Vereda (7.50m3)

resamar casas

Vereda (3.50 m3)

Page 31: Data Producción Concretooo

3/24/2014 12:01:00 PMModulo 1A

10574 22 1.50 m3 59 26.61 71.17 219.0 kg 49.0 kg 178.7 kg3/24/2014 12:07:00 PM 10575 23 1.50 m3 59 26.57 71.47 222.0 kg 48.0 kg 180.0 kg

1057630.62 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 3/4/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 3/25/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

3/25/2014 07:44:00 AM 10576 1 1.50 m3 0.0 kg3/25/2014 07:52:00 AM 10577 2 1.50 m3 0.0 kg3/25/2014 07:56:00 AM 10578 3 1.50 m3 0.0 kg3/25/2014 08:00:00 AM 10579 4 1.50 m3 0.0 kg3/25/2014 08:05:00 AM 10580 5 1.50 m3 0.0 kg3/25/2014 08:09:00 AM resamar 10581 6 0.30 m3 0.0 kg3/25/2014 09:24:00 AM 10582 7 1.50 m3 0.0 kg3/25/2014 09:27:00 AM 10583 8 1.50 m3 0.0 kg3/25/2014 09:31:00 AM 10584 9 1.50 m3 0.0 kg3/25/2014 09:35:00 AM 10585 10 1.50 m3 0.0 kg3/25/2014 09:39:00 AM 10586 11 1.50 m3 0.0 kg3/25/2014 10:08:00 AM

Techo10587 12 1.50 m3 26.80 71.86 251.0 kg 54.0 kg 203.3 kg

3/25/2014 10:15:00 AM 10588 13 1.50 m3 27.02 71.79 2049.0 kg 55.0 kg 1402.7 kg3/25/2014 10:51:00 AM 10589 14 1.50 m3 28.03 72.22 243.0 kg 60.0 kg 202.0 kg3/25/2014 11:00:00 AM cimiento 10590 15 1.50 m3 0.0 kg3/25/2014 11:09:00 AM Bateria 10591 16 1.50 m3 31.97 233.0 kg 81.0 kg 209.3 kg3/25/2014 11:17:00 AM

cimiento10592 17 1.50 m3 0.0 kg

3/25/2014 11:20:00 AM 10593 18 1.50 m3 0.0 kg3/25/2014 11:24:00 AM 10594 19 1.50 m3 0.0 kg3/25/2014 11:32:00 AM Bateria 10595 20 1.50 m3 28.30 72.95 247.0 kg 62.0 kg 206.0 kg3/25/2014 11:57:00 AM

Techo10596 21 1.50 m3 27.90 72.02 232.0 kg 59.0 kg 194.0 kg

3/25/2014 12:14:00 PM 10597 22 1.50 m3 27.28 71.54 237.0 kg 56.0 kg 195.3 kg3/25/2014 12:33:00 PM 10598 23 1.50 m3 27.53 72.56 240.0 kg 58.0 kg 198.7 kg3/25/2014 12:42:00 PM

cimiento10599 24 1.50 m3 0.0 kg

3/25/2014 12:46:00 PM 10600 25 1.50 m3 0.0 kg3/25/2014 12:51:00 PM 10601 26 1.47 m3 0.0 kg3/25/2014 12:58:00 PM

Techo10602 27 1.47 m3 26.71 71.85 247.0 kg 53.0 kg 204.1 kg

3/25/2014 01:12:00 PM 10603 28 1.46 m3 26.82 71.12 251.0 kg 54.0 kg 208.9 kg3/25/2014 01:27:00 PM

Modulo 3A

10604 29 1.40 m3 27.17 71.24 215.0 kg 54.0 kg 192.1 kg3/25/2014 01:40:00 PM 10605 30 1.50 m3 27.85 71.86 212.0 kg 56.0 kg 178.7 kg3/25/2014 01:47:00 PM 10606 31 1.50 m3 27.62 71.89 213.0 kg 55.0 kg 178.7 kg3/25/2014 01:54:00 PM 10607 32 1.50 m3 27.24 71.51 212.0 kg 53.0 kg 176.7 kg %w ripio 1/4=2.96%3/25/2014 02:01:00 PM 10608 33 1.50 m3 27.05 71.14 215.0 kg 52.0 kg 178.0 kg %w confillo =3.56%3/25/2014 02:24:00 PM

Modulo 1A

10609 34 1.50 m3 26.43 70.76 228.0 kg 50.0 kg 185.3 kg3/25/2014 02:35:00 PM 10610 35 1.50 m3 25.94 70.67 217.0 kg 45.0 kg 174.7 kg3/25/2014 02:43:00 PM 10611 36 1.50 m3 26.47 70.59 215.0 kg 48.0 kg 175.3 kg3/25/2014

DM-05

02:51:00 PM 10612 37 1.50 m3 26.42 70.43 216.0 kg 48.0 kg 176.0 kg#REF!

54.10 m3

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Cimiento (7.50 m3)

Cimiento (7.50 m3)

Page 32: Data Producción Concretooo

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETOVersión: V00

Facha: 3/26/2014Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 3/26/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

3/26/2014 06:47:00 AM 10613 1 1.50 m3 0.0 kg3/26/2014 06:50:00 AM 10614 2 1.50 m3 0.0 kg3/26/2014 06:53:00 AM 10615 3 1.50 m3 0.0 kg3/26/2014 06:56:00 AM 10616 4 1.50 m3 0.0 kg3/26/2014 06:59:00 AM 10617 5 1.50 m3 0.0 kg3/26/2014 08:32:00 AM 10618 6 1.50 m3 0.0 kg3/26/2014 08:37:00 AM 10619 7 1.50 m3 0.0 kg3/26/2014 08:42:00 AM 10620 8 1.50 m3 0.0 kg3/26/2014 08:45:00 AM 10621 9 1.50 m3 #REF!3/26/2014 08:48:00 AM 10622 10 1.50 m3 0.0 kg3/26/2014 10:27:00 AM Balcon 10623 11 1.50 m3 26.56 71.10 241.0 kg 52.0 kg 195.3 kg3/26/2014 10:33:00 AM 10624 12 1.17 m3 0.0 kg3/26/2014 10:36:00 AM 10625 13 1.17 m3 0.0 kg3/26/2014 10:39:00 AM 10626 14 1.16 m3 0.0 kg3/26/2014 10:56:00 AM Balcon 10627 15 1.50 m3 27.62 71.93 239.0 kg 58.0 kg 198.0 kg3/26/2014 11:13:00 AM

Escalera10628 16 1.50 m3 26.54 72.32 261.0 kg 52.0 kg 208.7 kg

3/26/2014 11:30:00 AM 10629 17 1.00 m3 25.58 72.67 175.0 kg 37.0 kg 212.0 kg3/26/2014

DM-0512:04:00 PM 10630 18 1.00 m3 25.50 72.35 173.0 kg 36.0 kg 209.0 kg

3/26/2014 12:19:00 PM

Modulo 3A

10631 19 1.40 m3 26.46 72.45 245.0 kg 50.0 kg 210.7 kg3/26/2014 12:25:00 PM 10632 20 1.40 m3 26.71 72.63 245.0 kg 51.0 kg 211.4 kg3/26/2014 12:32:00 PM 10633 21 1.40 m3 27.11 72.53 243.0 kg 53.0 kg 211.4 kg3/26/2014 12:37:00 PM 10634 22 1.40 m3 27.55 72.61 240.0 kg 55.0 kg 210.7 kg3/26/2014 12:42:00 PM 10635 23 1.40 m3 27.00 72.08 240.0 kg 52.0 kg 208.6 kg3/26/2014 01:03:00 PM

Modulo 1A10636 24 1.50 m3 26.59 72.40 262.0 kg 53.0 kg 210.0 kg

3/26/2014 01:10:00 PM 10637 25 1.50 m3 27.19 72.28 259.0 kg 56.0 kg 210.0 kg3/26/2014 01:15:00 PM 10638 26 1.50 m3 27.22 72.74 260.0 kg 56.0 kg 210.7 kg3/26/2014 01:21:00 PM

Bateria10639 27 1.00 m3 26.46 73.04 170.0 kg 40.0 kg 210.0 kg

3/26/2014 01:39:00 PM 10640 28 1.00 m3 26.50 73.29 172.0 kg 40.0 kg 212.0 kg3/26/2014 01:44:00 PM 10641 29 1.00 m3 26.48 73.35 172.0 kg 40.0 kg 212.0 kg

39.50 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 3/27/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 3/27/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

3/27/2014 06:44:00 AM 10642 1 1.50 m3 0.0 kg3/27/2014 06:48:00 AM 10643 2 1.50 m3 0.0 kg3/27/2014 06:51:00 AM 10644 3 1.50 m3 0.0 kg3/27/2014 06:54:00 AM 10645 4 1.50 m3 0.0 kg

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Vereda (7.50m3)

Pista (7.50 m3)

Vereda (3.50m3)

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Cimiento (7.50 m3)

Page 33: Data Producción Concretooo

3/27/2014 06:57:00 AM 10646 5 1.50 m3 0.0 kg3/27/2014 07:14:00 AM resamar 10647 6 0.30 m3 0.0 kg3/27/2014 07:58:00 AM 10648 7 1.17 m3 0.0 kg3/27/2014 08:02:00 AM 10649 8 1.17 m3 0.0 kg3/27/2014 08:06:00 AM 10650 9 1.16 m3 0.0 kg3/27/2014 09:24:00 AM 10651 10 1.50 m3 0.0 kg3/27/2014 09:33:00 AM 10652 11 1.50 m3 0.0 kg3/27/2014 09:37:00 AM 10653 12 1.50 m3 0.0 kg3/27/2014 09:47:00 AM 10654 13 1.50 m3 0.0 kg3/27/2014 09:49:00 AM 10655 14 1.50 m3 0.0 kg3/27/2014 10:15:00 AM

Techo10656 15 1.50 m3 60 29.66 72.77 243.0 kg 69.0 kg 208.0 kg

3/27/2014 06:43:12 AM 10657 16 1.50 m3 59 28.31 72.84 250.0 kg 62.0 kg 208.0 kg3/27/2014 10:37:00 AM 10658 17 1.50 m3 59 28.06 72.68 252.0 kg 60.0 kg 208.0 kg3/27/2014 10:41:00 AM 10659 18 1.50 m3 0.0 kg3/27/2014 10:51:00 AM 10660 19 1.50 m3 0.0 kg3/27/2014 10:55:00 AM 10661 20 1.50 m3 0.0 kg3/27/2014 10:59:00 AM 10662 21 1.50 m3 0.0 kg3/27/2014 11:02:00 AM 10663 22 1.50 m3 0.0 kg3/27/2014

Techo10664 23 1.50 m3 FALLA DE COMPUTO 0.0 kg

3/27/2014 11:20:00 AM 10665 24 1.50 m3 59 27.53 208.0 kg 138.7 kg3/27/2014 11:30:00 AM 10666 25 1.50 m3 27.41 71.48 210.0 kg 52.0 kg 174.7 kg3/27/2014 11:44:00 AM

Modulo 3A

10667 26 1.47 m3 27.06 71.33 219.0 kg 53.0 kg 185.0 kg3/27/2014 11:54:00 AM 10668 27 1.47 m3 27.05 71.31 219.0 kg 52.0 kg 184.4 kg3/27/2014 12:03:00 PM 10669 28 1.46 m3 26.92 70.89 219.0 kg 52.0 kg 185.6 kg3/27/2014 12:13:00 PM 10670 29 1.40 m3 26.26 71.05 224.0 kg 49.0 kg 195.0 kg3/27/2014 12:23:00 PM 10671 30 1.50 m3 26.96 71.06 220.0 kg 52.0 kg 181.3 kg3/27/2014 12:28:00 PM 10672 31 1.50 m3 0.0 kg3/27/2014 12:31:00 PM 10673 32 1.50 m3 0.0 kg3/27/2014 12:34:00 PM 10674 33 1.50 m3 0.0 kg3/27/2014 12:38:00 PM 10675 34 1.50 m3 0.0 kg3/27/2014 12:41:00 PM 10676 35 1.50 m3 0.0 kg3/27/2014 12:49:00 PM

Modulo 1A10677 36 1.50 m3 27.27 71.53 235.0 kg 56.0 kg 194.0 kg

3/27/2014

DM-05

12:58:00 PM 10678 37 1.50 m3 27.07 71.07 237.0 kg 55.0 kg 194.7 kg3/27/2014 01:09:00 PM 10679 38 1.50 m3 27.01 70.72 237.0 kg 55.0 kg 194.7 kg3/27/2014 01:31:00 PM Bateria 10680 39 1.50 m3 27.17 71.15 236.0 kg 56.0 kg 194.7 kg3/27/2014 01:36:00 PM 10681 40 1.07 m3 0.0 kg3/27/2014 01:40:00 PM 10682 41 1.70 m3 0.0 kg3/27/2014 01:43:00 PM 10683 42 1.06 m3 0.0 kg3/27/2014 01:56:00 PM

Bateria10684 43 1.50 m3 27.49 71.33 237.0 kg 57.0 kg 196.0 kg

3/27/2014 02:09:00 PM 10685 44 1.00 m3 25.89 71.45 159.0 kg 38.0 kg 197.0 kg3/27/2014 02:20:00 PM 10686 1.00 m3 26.34 71.71 158.0 kg 39.0 kg 197.0 kg

61.43 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 3/28/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 3/28/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

3/28/2014 06:49:00 AM 10687 1 1.50 m3 0.0 kg3/28/2014 07:02:00 AM 10688 2 1.50 m3 0.0 kg

Cimiento (7.50 m3)

Cimiento (3.50 m3)

Pista (7.50 m3)

Pista (7.50 m3)

Cimiento (7.50 m3)

Cimiento (3.20 m3)

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Pistas (7.50 m3)

Page 34: Data Producción Concretooo

3/28/2014 07:05:00 AM 10689 3 1.50 m3 0.0 kg3/28/2014 07:08:00 AM 10690 4 1.50 m3 0.0 kg3/28/2014 07:12:00 AM 10691 5 1.50 m3 0.0 kg3/28/2014 07:23:00 AM resamar 10692 6 0.30 m3 0.0 kg3/28/2014 07:53:00 AM 10693 7 1.50 m3 0.0 kg3/28/2014 07:56:00 AM 10694 8 1.50 m3 0.0 kg3/28/2014 08:00:00 AM 10695 9 1.50 m3 0.0 kg3/28/2014 08:03:00 AM 10696 10 1.50 m3 0.0 kg3/28/2014 08:06:00 AM 10697 11 1.50 m3 0.0 kg3/28/2014 08:55:00 AM 10698 12 1.50 m3 0.0 kg3/28/2014 08:58:00 AM 10699 13 1.50 m3 0.0 kg3/28/2014 09:02:00 AM 10700 14 1.50 m3 0.0 kg3/28/2014 09:05:00 AM 10701 15 1.50 m3 0.0 kg3/28/2014 09:10:00 AM 10702 16 1.50 m3 0.0 kg3/28/2014 09:40:00 AM 10703 17 1.50 m3 0.0 kg3/28/2014 09:44:00 AM 10704 18 1.50 m3 0.0 kg3/28/2014 09:47:00 AM 10705 19 1.50 m3 0.0 kg3/28/2014 09:50:00 AM 10706 20 1.50 m3 0.0 kg3/28/2014 09:53:00 AM 10707 21 1.50 m3 0.0 kg3/28/2014 10:16:00 AM Pista 10708 22 0.50 m3 0.0 kg3/28/2014 10:27:00 AM Balcon 10709 23 1.50 m3 27.83 72.11 241.0 kg 59.0 kg 200.0 kg3/28/2014 10:45:00 AM Escalera 10710 24 1.50 m3 27.12 71.87 242.0 kg 55.0 kg 198.0 kg3/28/2014 11:01:00 AM

pista

10711 25 1.50 m3 0.0 kg3/28/2014 11:04:00 AM 10712 26 1.50 m3 0.0 kg3/28/2014 11:07:00 AM 10713 27 1.50 m3 0.0 kg3/28/2014 11:11:00 AM 10714 28 1.50 m3 0.0 kg3/28/2014 11:24:00 AM Balcon 10715 29 1.50 m3 27.79 71.34 229.0 kg 59.0 kg 192.0 kg3/28/2014 11:42:00 AM Balcon 10716 30 1.50 m3 27.04 71.03 230.0 kg 55.0 kg 190.0 kg3/28/2014 12:19:00 PM Bateria 10717 31 1.50 m3 27.08 71.24 239.0 kg 55.0 kg 196.0 kg3/28/2014 12:42:00 PM

Modulo 3A

10718 32 1.50 m3 26.45 71.27 239.0 kg 52.0 kg 194.0 kg3/28/2014 12:56:00 PM 10719 33 1.50 m3 27.19 70.98 235.0 kg 56.0 kg 194.0 kg3/28/2014 01:02:00 PM 10720 34 1.50 m3 26.69 70.84 237.0 kg 53.0 kg 193.3 kg3/28/2014 01:09:00 PM 10721 35 1.50 m3 26.78 70.95 236.0 kg 54.0 kg 193.3 kg3/28/2014 01:36:00 PM

Modulo 1A

10722 36 1.50 m3 26.71 70.57 232.0 kg 53.0 kg 190.0 kg3/28/2014

DM-05

01:46:00 PM 10723 37 1.50 m3 26.86 70.53 232.0 kg 54.0 kg 190.7 kg3/28/2014 01:51:00 PM 10724 38 1.50 m3 26.91 70.64 232.0 kg 54.0 kg 190.7 kg3/28/2014 01:57:00 PM 10725 39 1.50 m3 26.63 70.43 233.0 kg 53.0 kg 190.7 kg

56.30 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 3/27/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 3/27/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

3/29/2014 06:48:00 AM 1 1.50 m3 0.0 kg3/29/2014 06:51:00 AM 2 1.50 m3 0.0 kg3/29/2014 06:56:00 AM 3 1.50 m3 0.0 kg3/29/2014 06:59:00 AM 4 1.50 m3 0.0 kg3/29/2014 07:09:00 AM 5 1.50 m3 0.0 kg3/29/2014 07:58:00 AM 6 0.30 m3 0.0 kg

Pistas (7.50 m3)

Pista (7.50 m3)

Pista (7.50 m3)

Pista (7.50 m3)

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Cimiento (7.50 m3)

Cimiento (3.50 m3)

Page 35: Data Producción Concretooo

3/29/2014 08:01:00 AM 7 1.17 m3 0.0 kg3/29/2014 08:04:00 AM 8 1.17 m3 0.0 kg3/29/2014 08:08:00 AM 9 1.16 m3 0.0 kg3/29/2014 08:11:00 AM 10 1.50 m3 0.0 kg3/29/2014 09:11:00 AM 11 1.50 m3 0.0 kg3/29/2014 09:14:00 AM 12 1.50 m3 0.0 kg3/29/2014 09:18:00 AM 13 1.50 m3 0.0 kg3/29/2014 14 1.50 m3 0.0 kg3/29/2014

Techo15 1.50 m3 60 29.66 72.77 243.0 kg 69.0 kg 208.0 kg

3/29/2014 16 1.50 m3 59 28.31 72.84 250.0 kg 62.0 kg 208.0 kg3/29/2014 17 1.50 m3 59 28.06 72.68 252.0 kg 60.0 kg 208.0 kg3/29/2014

Techo18 1.50 m3 0.0 kg

3/29/2014 19 1.50 m3 0.0 kg3/29/2014 20 1.50 m3 0.0 kg3/29/2014

Modulo 3A

21 1.50 m3 0.0 kg3/29/2014 22 1.50 m3 0.0 kg3/29/2014 23 1.50 m3 FALLA DE COMPUTO 0.0 kg3/29/2014 24 1.50 m3 59 27.53 208.0 kg 138.7 kg3/29/2014

Modulo 3A

25 1.50 m3 27.41 71.48 210.0 kg 52.0 kg 174.7 kg3/29/2014 26 1.47 m3 27.06 71.33 219.0 kg 53.0 kg 185.0 kg3/29/2014 27 1.47 m3 27.05 71.31 219.0 kg 52.0 kg 184.4 kg3/29/2014 28 1.46 m3 26.92 70.89 219.0 kg 52.0 kg 185.6 kg3/29/2014

Bateria

29 1.40 m3 26.26 71.05 224.0 kg 49.0 kg 195.0 kg3/29/2014 30 1.50 m3 26.96 71.06 220.0 kg 52.0 kg 181.3 kg3/29/2014 31 1.50 m3 0.0 kg3/29/2014 32 1.50 m3 0.0 kg

45.60 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 3/31/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 3/31/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

3/31/2014 06:43:00 AM 10758 1 1.50 m3 0.0 kg3/31/2014 06:46:00 AM 10759 2 1.50 m3 0.0 kg3/31/2014 06:50:00 AM 10760 3 1.50 m3 0.0 kg3/31/2014 06:53:00 AM 10761 4 1.50 m3 0.0 kg3/31/2014 06:56:00 AM 10762 5 1.50 m3 0.0 kg3/31/2014 07:05:00 AM Resanar 10763 6 1.50 m3 0.0 kg3/31/2014 08:02:00 AM 10764 7 1.50 m3 0.0 kg3/31/2014 08:05:00 AM 10765 8 1.50 m3 0.0 kg3/31/2014 08:09:00 AM 10766 9 1.50 m3 #REF!3/31/2014 08:12:00 AM 10767 10 1.50 m3 0.0 kg3/31/2014 08:15:00 AM 10768 11 1.50 m3 0.0 kg3/31/2014 09:46:00 AM 10769 12 1.17 m3 0.0 kg3/31/2014 09:50:00 AM 10770 13 1.17 m3 0.0 kg3/31/2014 09:53:00 AM 10771 14 1.16 m3 0.0 kg3/31/2014 09:56:00 AM 10772 15 1.50 m3 0.0 kg3/31/2014 09:59:00 AM 10773 16 1.50 m3 0.0 kg3/31/2014 10:17:00 AM

Balcon10774 17 1.00 m3 26.93 72.26 240.0 kg 54.0 kg 294.0 kg

Cimiento (3.50 m3)

Cimiento (3.50 m3)

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Cimiento con aditivo (7.00 m3)

Cimiento (7.50 m3)

Pista (7.50 m3)

Page 36: Data Producción Concretooo

3/31/2014DM-05

10:30:00 AMBalcon

10775 18 1.00 m3 26.42 72.13 244.0 kg 52.0 kg 296.0 kg3/31/2014 10:33:00 AM 10776 19 1.40 m3 0.0 kg3/31/2014 10:36:00 AM 10777 20 1.40 m3 0.0 kg3/31/2014 10:39:00 AM 10778 21 1.40 m3 0.0 kg3/31/2014 10:43:00 AM 10779 22 1.40 m3 0.0 kg3/31/2014 10:46:00 AM 10780 23 1.40 m3 0.0 kg3/31/2014 10:51:00 AM

Escalera10781 24 1.50 m3 26.68 72.05 242.0 kg 53.0 kg 196.7 kg

3/31/2014 11:05:00 AM 10782 25 1.50 m3 27.57 72.34 238.0 kg 58.0 kg 197.3 kg3/31/2014 11:24:00 AM

Modulo 310783 26 1.50 m3 26.68 71.97 225.0 kg 51.0 kg 184.0 kg

3/31/2014 11:29:00 AM 10784 27 1.00 m3 26.84 71.81 223.0 kg 51.0 kg 274.0 kg3/31/2014 11:32:00 AM 10785 28 1.00 m3 0.0 kg3/31/2014 11:35:00 AM 10786 29 1.17 m3 0.0 kg3/31/2014 11:41:00 AM Modulo 3 10787 30 1.13 m3 27.03 72.41 225.0 kg 52.0 kg 244.4 kg3/31/2014 11:44:00 AM 10788 31 1.10 m3 0.0 kg3/31/2014 11:47:00 AM 10789 32 1.07 m3 0.0 kg3/31/2014 11:50:00 AM 10790 33 1.03 m3 0.0 kg3/31/2014 11:56:00 AM

Modulo 310791 34 1.00 m3 27.14 72.32 228.0 kg 53.0 kg 281.0 kg

3/31/2014 12:01:00 PM 10792 35 0.97 m3 27.08 72.37 228.0 kg 53.0 kg 290.7 kg3/31/2014 12:32:00 PM

Modulo 110793 36 0.93 m3 26.50 72.28 248.0 kg 52.0 kg 321.4 kg

3/31/2014 12:37:00 PM 10794 37 0.90 m3 31.29 72.87 225.0 kg 77.0 kg 335.6 kg3/31/2014 12:40:00 PM

Cimiento10795 38 0.87 m3 0.0 kg

3/31/2014 12:43:00 PM 10796 39 0.83 m3 0.0 kg3/31/2014 12:48:00 PM Modulo 3 10797 40 0.80 m3 27.10 72.22 220.0 kg 51.0 kg 338.7 kg3/31/2014 12:52:00 PM cimiento 10798 41 0.77 m3 0.0 kg3/31/2014 12:57:00 PM Modulo 3 10799 42 0.73 m3 26.95 72.60 222.0 kg 50.0 kg 370.9 kg3/31/2014 01:01:00 PM cimiento 10800 43 0.70 m3 0.0 kg

52.50 m3

2.22 5.28 2.647.5 5.28

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 4/1/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 4/1/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

4/1/2014 07:14:00 AM 10805 1 1.50 m3 0.0 kg4/1/2014 07:19:00 AM 10806 2 1.50 m3 0.0 kg4/1/2014 07:23:00 AM 10807 3 1.50 m3 0.0 kg4/1/2014 07:26:00 AM 10808 4 1.50 m3 0.0 kg4/1/2014 07:29:00 AM 10809 5 1.50 m3 0.0 kg4/1/2014 08:01:00 AM 10810 6 1.50 m3 0.0 kg4/1/2014 08:04:00 AM 10811 7 1.50 m3 0.0 kg4/1/2014 08:07:00 AM 10812 8 1.50 m3 0.0 kg4/1/2014 08:10:00 AM 10813 9 1.50 m3 #REF!4/1/2014 08:14:00 AM 10814 10 1.50 m3 0.0 kg4/1/2014 09:01:00 AM 10815 11 1.50 m3 0.0 kg4/1/2014 09:04:00 AM 10816 12 1.50 m3 0.0 kg4/1/2014 09:07:00 AM 10817 13 1.50 m3 0.0 kg4/1/2014 09:10:00 AM 10818 14 1.50 m3 0.0 kg4/1/2014 09:13:00 AM 10819 15 1.50 m3 0.0 kg4/1/2014 10:06:00 AM 10820 16 1.50 m3 0.0 kg

Pista (7.50 m3)

Pista (7.50 m3)

Pista (7.50 m3)

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Pista (7.50 m3)

Pista (7.50 m3)

Pista (7.50 m3)

Vereda (7.50 m3)

Page 37: Data Producción Concretooo

4/1/2014 10:17:00 AM 10821 17 1.00 m3 0.0 kg4/1/2014 10:21:00 AM 10822 18 1.00 m3 0.0 kg4/1/2014 10:24:00 AM 10823 19 1.40 m3 0.0 kg4/1/2014 10:27:00 AM 10824 20 1.40 m3 0.0 kg4/1/2014 10:30:00 AM 10825 21 1.40 m3 0.0 kg4/1/2014 10:41:00 AM

Modulo 3

10826 22 1.40 m3 27.05 71.12 188.0 kg 50.0 kg 170.0 kg4/1/2014 10:52:00 AM 10827 23 1.40 m3 26.43 71.00 189.0 kg 47.0 kg 168.6 kg4/1/2014 01:59:00 AM 10828 24 1.50 m3 26.44 70.73 187.0 kg 47.0 kg 156.0 kg4/1/2014 11:08:00 AM 10829 25 1.50 m3 26.38 70.31 184.0 kg 46.0 kg 153.3 kg4/1/2014 11:19:00 AM 10830 26 1.50 m3 26.54 70.57 187.0 kg 47.0 kg 156.0 kg4/1/2014 11:03:00 AM

Techo10831 27 1.00 m3 26.68 71.51 240.0 kg 53.0 kg 293.0 kg

4/1/2014 11:37:00 AM 10832 28 1.00 m3 26.55 71.68 244.0 kg 52.0 kg 296.0 kg4/1/2014 11:42:00 AM 10833 29 1.17 m3 26.90 71.75 242.0 kg 54.0 kg 253.7 kg4/1/2014 11:46:00 AM 10834 30 1.13 m3 0.0 kg4/1/2014 11:49:00 AM 10835 31 1.10 m3 0.0 kg4/1/2014 11:52:00 AM 10836 32 1.07 m3 0.0 kg4/1/2014 12:02:00 PM

Techo10837 33 1.03 m3 27.51 72.19 243.0 kg 57.0 kg 290.3 kg

4/1/2014 12:07:00 PM 10838 34 1.00 m3 27.03 72.16 247.0 kg 55.0 kg 302.0 kg4/1/2014 12:13:00 PM 10839 35 0.97 m3 26.99 72.29 246.0 kg 55.0 kg 311.4 kg4/1/2014 12:34:00 PM

Modulo 1

10840 36 0.93 m3 26.77 72.42 250.0 kg 53.0 kg 324.6 kg4/1/2014 12:40:00 PM 10841 37 0.90 m3 27.23 72.20 380.0 kg 56.0 kg 484.4 kg4/1/2014 12:45:00 PM 10842 38 0.87 m3 26.78 72.22 250.0 kg 54.0 kg 350.8 kg4/1/2014 12:50:00 PM 10843 39 0.83 m3 27.05 71.96 245.0 kg 55.0 kg 360.0 kg4/1/2014 01:22:00 PM

Bateria10844 40 0.80 m3 26.76 71.97 241.0 kg 52.0 kg 366.2 kg

4/1/2014 01:38:00 PM 10845 41 0.77 m3 26.78 71.82 242.0 kg 52.0 kg 383.5 kg4/1/2014 01:47:00 PM 10846 42 0.73 m3 27.30 71.31 237.0 kg 55.0 kg 398.2 kg4/1/2014

52.80 m3

5.28 5.28

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 4/1/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 4/1/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

4/2/2014 06:48:00 AM 10847 1 1.50 m3 0.0 kg4/2/2014 06:52:00 AM 10848 2 1.50 m3 0.0 kg4/2/2014 06:55:00 AM 10849 3 1.50 m3 0.0 kg4/2/2014 06:58:00 AM 10850 4 1.50 m3 0.0 kg4/2/2014 07:02:00 AM 10851 5 1.50 m3 0.0 kg4/2/2014 07:15:00 AM Resanar 10852 6 0.30 m3 0.0 kg4/2/2014 08:04:00 AM 10853 7 1.50 m3 0.0 kg4/2/2014 08:08:00 AM 10854 8 1.50 m3 0.0 kg4/2/2014 08:11:00 AM 10855 9 1.50 m3 #REF!4/2/2014 08:15:00 AM 10856 10 1.50 m3 0.0 kg4/2/2014 08:18:00 AM 10857 11 1.50 m3 0.0 kg4/2/2014 10858 12 1.50 m3 0.0 kg4/2/2014 10859 13 1.50 m3 0.0 kg4/2/2014 10860 14 1.50 m3 0.0 kg4/2/2014 10861 15 1.50 m3 0.0 kg4/2/2014 10862 16 1.50 m3 0.0 kg

Vereda (7.50 m3)

Vereda (7.50 m3)

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Cimiento con

acelerante (7.50 m3)

Cimiento (7.50 m3)

Page 38: Data Producción Concretooo

4/2/2014 10863 17 1.00 m3 0.0 kg4/2/2014

DM-0510864 18 1.00 m3 0.0 kg

4/2/2014 10865 19 1.40 m3 0.0 kg4/2/2014 10866 20 1.40 m3 0.0 kg4/2/2014 10867 21 1.40 m3 0.0 kg4/2/2014 Modulo 3 10868 22 1.40 m3 27.05 71.12 188.0 kg 50.0 kg 170.0 kg4/2/2014 10869 23 1.40 m3 26.43 71.00 189.0 kg 47.0 kg 168.6 kg4/2/2014 10870 24 1.50 m3 26.44 70.73 187.0 kg 47.0 kg 156.0 kg4/2/2014 10871 25 1.50 m3 26.38 70.31 184.0 kg 46.0 kg 153.3 kg4/2/2014 10872 26 1.50 m3 26.54 70.57 187.0 kg 47.0 kg 156.0 kg4/2/2014 Techo 10873 27 1.00 m3 26.68 71.51 240.0 kg 53.0 kg 293.0 kg4/2/2014 10874 28 1.00 m3 26.55 71.68 244.0 kg 52.0 kg 296.0 kg4/2/2014 10875 29 1.17 m3 26.90 71.75 242.0 kg 54.0 kg 253.7 kg4/2/2014 10876 30 1.13 m3 0.0 kg4/2/2014 10877 31 1.10 m3 0.0 kg4/2/2014 10878 32 1.07 m3 0.0 kg4/2/2014 Techo 10879 33 1.03 m3 27.51 72.19 243.0 kg 57.0 kg 290.3 kg4/2/2014 10880 34 1.00 m3 27.03 72.16 247.0 kg 55.0 kg 302.0 kg4/2/2014 10881 35 0.97 m3 26.99 72.29 246.0 kg 55.0 kg 311.4 kg4/2/2014 Modulo 1 10882 36 0.93 m3 26.77 72.42 250.0 kg 53.0 kg 324.6 kg4/2/2014 10883 37 0.90 m3 27.23 72.20 380.0 kg 56.0 kg 484.4 kg4/2/2014 10884 38 0.87 m3 26.78 72.22 250.0 kg 54.0 kg 350.8 kg4/2/2014 10885 39 0.83 m3 27.05 71.96 245.0 kg 55.0 kg 360.0 kg4/2/2014 Bateria 10886 40 0.80 m3 26.76 71.97 241.0 kg 52.0 kg 366.2 kg4/2/2014 10887 41 0.77 m3 26.78 71.82 242.0 kg 52.0 kg 383.5 kg4/2/2014 10888 42 0.73 m3 27.30 71.31 237.0 kg 55.0 kg 398.2 kg4/2/2014 10889

51.60 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 4/3/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 4/3/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

4/3/2014DM-C-10

09:46:00 AMTecho

10883 1 1.50 m3 27.08 247.0 kg 55.0 kg 201.3 kg4/3/2014 10:02:00 AM 10884 2 1.50 m3 26.96 72.92 260.0 kg 54.0 kg 209.3 kg4/3/2014 10:16:00 AM 10885 3 1.50 m3 27.27 73.00 259.0 kg 56.0 kg 210.0 kg4/3/2014

DM-C-1010:30:00 AM

Techo10886 4 1.50 m3 27.21 73.06 265.0 kg 56.0 kg 214.0 kg

4/3/2014 10:40:00 AM 10887 5 1.50 m3 27.79 73.14 263.0 kg 59.0 kg 214.7 kg4/3/2014 10:49:00 AM 10888 6 1.50 m3 27.67 73.09 264.0 kg 58.0 kg 214.7 kg4/3/2014

DM-C-10

11:00:00 AM

Modulo 3A

10889 7 1.40 m3 27.45 73.23 243.0 kg 54.0 kg 212.1 kg4/3/2014 11:09:00 AM 10890 8 1.40 m3 27.61 72.87 242.0 kg 55.0 kg 212.1 kg4/3/2014 11:17:00 AM 10891 9 1.40 m3 27.75 72.95 239.00 56.0 kg #REF!4/3/2014 11:28:00 AM 10892 10 1.40 m3 27.87 72.80 237.0 kg 57.0 kg 210.0 kg4/3/2014

DM-C-10

11:43:00 AM

Modulo 1A

10893 11 1.50 m3 27.40 73.06 257.0 kg 57.0 kg 209.3 kg4/3/2014 11:49:00 AM 10894 12 1.50 m3 27.89 72.72 256.0 kg 59.0 kg 210.0 kg4/3/2014 11:55:00 AM 10895 13 1.50 m3 27.86 72.86 256.0 kg 59.0 kg 210.0 kg4/3/2014 12:02:00 PM 10896 14 1.50 m3 27.90 72.84 258.0 kg 59.0 kg 211.3 kg4/3/2014

DM-C-10

12:25:00 PM

Bateria

10897 15 1.18 m3 26.98 73.12 206.0 kg 45.0 kg 212.7 kg4/3/2014 12:47:00 PM 10898 16 1.18 m3 27.18 73.09 204.0 kg 46.0 kg 211.9 kg

Vereda (7.50 m3)

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Page 39: Data Producción Concretooo

4/3/2014DM-C-10

01:04:00 PMBateria

10899 17 1.18 m3 27.46 73.23 204.0 kg 47.0 kg 212.7 kg4/3/2014 01:18:00 PM 10900 18 1.16 m3 27.00 72.61 196.0 kg 45.0 kg 207.8 kg

25.30 m3

5.28 5.28

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 4/4/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 4/4/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

4/4/2014 06:43:00 AM 10901 1 1.50 m3 0.0 kg4/4/2014 06:46:00 AM 10902 2 1.50 m3 0.0 kg4/4/2014 06:50:00 AM 10903 3 1.50 m3 0.0 kg4/4/2014 06:53:00 AM 10904 4 1.50 m3 0.0 kg4/4/2014 06:57:00 AM 10905 5 1.50 m3 0.0 kg4/4/2014 07:49:00 AM 10906 6 1.50 m3 0.0 kg4/4/2014 07:52:00 AM 10907 7 1.50 m3 0.0 kg4/4/2014 07:55:00 AM 10908 8 1.50 m3 0.0 kg4/4/2014 07:59:00 AM 10909 9 1.50 m3 #REF!4/4/2014 08:02:00 AM 10910 10 1.50 m3 0.0 kg4/4/2014 08:58:00 AM 10911 11 1.50 m3 0.0 kg4/4/2014 09:01:00 AM 10912 12 1.50 m3 0.0 kg4/4/2014 09:06:00 AM 10913 13 1.50 m3 0.0 kg4/4/2014 09:18:00 AM 10914 14 1.50 m3 0.0 kg4/4/2014 09:20:00 AM 10915 15 1.50 m3 0.0 kg4/4/2014

DM-C-1009:47:00 AM Balcon 10916 16 1.50 m3 61 27.16 72.89 233+30 56.0 kg #VALUE!

4/4/2014 10:04:00 AM Balcon 10917 17 1.50 m3 60 26.95 73.10 268.0 kg 54.0 kg 214.7 kg4/4/2014 10:23:00 AM Escalera 10918 18 1.50 m3 62 26.70 72.84 268.0 kg 53.0 kg 214.0 kg4/4/2014 10:30:00 AM 10919 19 1.50 m3 0.0 kg4/4/2014 10:33:00 AM 10920 20 1.50 m3 0.0 kg4/4/2014 10:36:00 AM 10921 21 1.50 m3 0.0 kg4/4/2014 10:39:00 AM 10922 22 1.50 m3 0.0 kg4/4/2014 10:42:00 AM 10923 23 1.50 m3 0.0 kg4/4/2014

DM-C-10

10:53:00 AM Escalera 10924 24 1.50 m3 61 27.84 73.62 272.0 kg 59.0 kg 220.7 kg4/4/2014 11:27:00 AM

Modulo 3

10925 25 1.40 m3 60 27.19 73.33 250.0 kg 53.0 kg 216.4 kg4/4/2014 11:43:00 AM 10926 26 1.40 m3 60 27.36 73.50 253.0 kg 54.0 kg 219.3 kg4/4/2014 11:48:00 AM 10927 27 1.40 m3 60 27.50 73.36 251.0 kg 55.0 kg 218.6 kg4/4/2014 11:53:00 AM 10928 28 1.40 m3 60 27.61 73.47 251.0 kg 55.0 kg 218.6 kg4/4/2014 11:58:00 AM 10929 29 1.40 m3 60 27.38 73.64 253.0 kg 54.0 kg 219.3 kg4/4/2014 12:03:00 PM 10930 30 1.13 m3 0.0 kg4/4/2014 12:07:00 PM 10931 31 1.10 m3 0.0 kg4/4/2014 12:10:00 PM 10932 32 1.07 m3 0.0 kg4/4/2014 12:13:00 PM 10933 33 1.03 m3 0.0 kg4/4/2014 12:16:00 PM 10934 34 1.00 m3 0.0 kg4/4/2014

DM-C-10

12:26:00 PM

Modulo 1

10935 35 0.97 m3 60 28.24 73.75 268.0 kg 61.0 kg 340.3 kg4/4/2014 12:35:00 PM 10936 36 0.93 m3 60 28.23 73.65 266.0 kg 61.0 kg 350.4 kg4/4/2014 12:44:00 PM 10937 37 0.90 m3 60 28.06 73.50 268.0 kg 60.0 kg 364.4 kg4/4/2014 12:50:00 PM 10938 38 0.87 m3 60 27.39 73.53 271.0 kg 57.0 kg 378.5 kg4/4/2014 12:56:00 PM Pista 10939 39 0.83 m3 0.0 kg

52.83 m3

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Cimiento con Aditivo (7.50 m3)

Cimiento (7.50 m3)

Cimiento (7.50 m3)

Vereda (7.50 m3)

Pista (7.50 m3)

Page 40: Data Producción Concretooo

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 4/5/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 4/5/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

4/5/2014DM-C-10

08:58:00 AMTecho

10940 1 1.50 m3 26.98 72.90 267.0 kg 55.0 kg 214.7 kg4/5/2014 09:12:00 AM 10941 2 1.50 m3 61 27.26 73.22 268.0 kg 56.0 kg 216.0 kg4/5/2014 09:24:00 AM 10942 3 1.50 m3 61 27.17 73.18 269.0 kg 56.0 kg 216.7 kg4/5/2014

DM-C-1009:32:00 AM

Techo10943 4 1.50 m3 59 27.06 73.15 268.0 kg 55.0 kg 215.3 kg

4/5/2014 09:39:00 AM 10944 5 1.50 m3 59 27.33 73.15 267.0 kg 56.0 kg 215.3 kg4/5/2014 09:45:00 AM 10945 6 1.50 m3 60 27.57 73.09 268.0 kg 58.0 kg 217.3 kg4/5/2014

DM-C-10

10:01:00 AM

Modulo 3A

10946 7 1.40 m3 58 27.34 73.36 268.0 kg 56.0 kg 231.4 kg4/5/2014 10:13:00 AM 10947 8 1.40 m3 60 27.74 73.15 266.0 kg 59.0 kg 232.1 kg4/5/2014 10:19:00 AM 10948 9 1.40 m3 60 27.57 73.23 267.00 58.0 kg #REF!4/5/2014 10:24:00 AM 10949 10 1.40 m3 27.46 73.32 268.0 kg 20.0 kg 205.7 kg4/5/2014

DM-C-10

11:17:00 AMBateria

10950 11 1.50 m3 27.12 73.50 269.0 kg 55.0 kg 216.0 kg4/5/2014 11:22:00 AM 10951 12 1.50 m3 27.37 73.29 268.0 kg 57.0 kg 216.7 kg4/5/2014 11:43:00 AM 10952 13 1.50 m3 26.98 73.44 270.0 kg 55.0 kg 216.7 kg4/5/2014 12:05:00 PM

Modulo 1A

10953 14 1.50 m3 26.75 73.19 270.0 kg 53.0 kg 215.3 kg4/5/2014

DM-C-10

12:12:00 PM 10954 15 1.18 m3 27.32 73.09 268.0 kg 56.0 kg 274.6 kg4/5/2014 12:27:00 PM 10955 16 1.18 m3 26.93 72.89 191.0 kg 46.0 kg 200.8 kg4/5/2014 12:32:00 PM 10956 17 1.18 m3 26.41 72.96 192.0 kg 44.0 kg 200.0 kg4/5/2014

24.14 m3

5.28 5.28

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 4/7/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 4/7/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

4/7/2014 06:31:00 AM 10957 1 1.50 m3 0.0 kg4/7/2014 06:34:00 AM 10958 2 1.50 m3 0.0 kg4/7/2014 06:38:00 AM 10959 3 1.50 m3 0.0 kg4/7/2014 06:41:00 AM 10960 4 1.50 m3 0.0 kg4/7/2014 06:44:00 AM 10961 5 1.50 m3 0.0 kg4/7/2014 06:54:00 AM resanar 10962 6 0.30 m3 0.0 kg4/7/2014 07:42:00 AM 10963 7 1.50 m3 0.0 kg4/7/2014 07:46:00 AM 10964 8 1.50 m3 0.0 kg4/7/2014 07:49:00 AM 10965 9 1.50 m3 #REF!4/7/2014 07:52:00 AM 10966 10 1.50 m3 0.0 kg4/7/2014 07:55:00 AM 10967 11 1.50 m3 0.0 kg4/7/2014 08:55:00 AM 10968 12 1.50 m3 0.0 kg4/7/2014 08:58:00 AM 10969 13 1.50 m3 0.0 kg4/7/2014 09:01:00 AM 10970 14 1.50 m3 0.0 kg4/7/2014 09:11:00 AM 10971 15 1.50 m3 0.0 kg4/7/2014 09:16:00 AM 10972 16 1.50 m3 0.0 kg

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Cimiento con Aditivo (7.50 m3)

Cimiento (7.50 m3)

Vereda (7.50 m3)

Page 41: Data Producción Concretooo

4/7/2014 09:48:00 AMEscalera

10973 17 1.50 m3 27.03 73.42 269.0 kg 55.0 kg 216.0 kg4/7/2014 10:08:00 AM 10974 18 1.50 m3 26.98 73.55 270.0 kg 55.0 kg 216.7 kg4/7/2014 10:26:00 AM Balcon 10975 19 1.50 m3 26.75 73.52 271.0 kg 53.0 kg 216.0 kg4/7/2014 10:42:00 AM 10976 20 1.50 m3 0.0 kg4/7/2014 10:45:00 AM 10977 21 1.50 m3 0.0 kg4/7/2014 10:50:00 AM 10978 22 1.50 m3 0.0 kg4/7/2014 10:55:00 AM 10979 23 1.50 m3 0.0 kg4/7/2014

DM-C-10

10:58:00 AM 10980 24 1.50 m3 0.0 kg4/7/2014 11:08:00 AM Balcon 10981 25 1.40 m3 58 27.10 73.44 268.0 kg 55.0 kg 230.7 kg4/7/2014 11:25:00 AM

Modulo 3

10982 26 1.40 m3 59 26.71 73.51 251.0 kg 51.0 kg 215.7 kg4/7/2014 11:30:00 AM 10983 27 1.40 m3 58 26.73 73.44 252.0 kg 51.0 kg 216.4 kg4/7/2014 11:35:00 AM 10984 28 1.40 m3 59 26.75 73.52 251.0 kg 51.0 kg 215.7 kg4/7/2014 11:40:00 AM 10985 29 1.40 m3 59 0.0 kg4/7/2014

DM-C-10

11:47:00 AM 10986 35 1.40 m3 58 0.0 kg4/7/2014 12:04:00 PM

Modulo 3

10987 36 1.30 m3 58 0.0 kg4/7/2014 12:18:00 PM 10988 37 1.30 m3 59 0.0 kg4/7/2014 12:26:00 PM 10989 38 1.30 m3 0.0 kg4/7/2014 12:31:00 PM 10990 39 1.30 m3 0.0 kg

48.40 m3

5.28 5.28

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 4/7/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 4/7/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

4/8/2014 06:48:00 AM 10991 1 1.50 m3 0.0 kg4/8/2014 06:51:00 AM 10992 2 1.50 m3 0.0 kg4/8/2014 06:54:00 AM 10993 3 1.50 m3 0.0 kg4/8/2014 06:57:00 AM 10994 4 1.50 m3 0.0 kg4/8/2014 07:02:00 AM 10995 5 1.50 m3 0.0 kg4/8/2014 08:35:00 AM 10996 6 1.50 m3 0.0 kg4/8/2014 08:38:00 AM 10997 7 1.50 m3 0.0 kg4/8/2014 09:09:00 AM

Techo10998 8 1.50 m3 62 27.40 73.38 260.0 kg 57.0 kg 211.3 kg

4/8/2014 09:21:00 AM 10999 9 1.50 m3 62 26.82 73.38 271.00 54.0 kg #REF!4/8/2014 09:36:00 AM 11000 10 1.50 m3 61 26.87 73.52 269.0 kg 54.0 kg 215.3 kg4/8/2014 09:49:00 AM

Techo11001 11 1.50 m3 61 26.39 73.56 277.0 kg 51.0 kg 218.7 kg

4/8/2014 10:04:00 AM 11002 12 1.50 m3 61 26.89 73.55 274.0 kg 54.0 kg 218.7 kg4/8/2014 10:10:00 AM 11003 13 1.50 m3 27.18 73.83 276.0 kg 56.0 kg 221.3 kg4/8/2014 10:25:00 AM

Modulo 3

11004 14 1.40 m3 60 27.01 74.08 261.0 kg 52.0 kg 223.6 kg4/8/2014 10:35:00 AM 11005 15 1.40 m3 59 27.12 73.89 259.0 kg 53.0 kg 222.9 kg4/8/2014 10:41:00 AM 11006 16 1.40 m3 59 27.09 73.90 261.0 kg 53.0 kg 224.3 kg4/8/2014 10:46:00 AM 11007 17 1.40 m3 59 27.24 73.77 258.0 kg 53.0 kg 222.1 kg4/8/2014 11:24:00 AM

bateria

11008 18 1.00 m3 57 26.56 74.19 185.0 kg 40.0 kg 225.0 kg4/8/2014 11:41:00 AM 11009 19 1.27 m3 58 26.56 73.99 237.0 kg 46.0 kg 222.8 kg4/8/2014 11:55:00 AM 11010 20 1.27 m3 58 26.96 73.75 236.0 kg 48.0 kg 223.6 kg4/8/2014 12:06:00 PM 11011 21 1.16 m3 58 26.00 73.99 220.0 kg 40.0 kg 224.1 kg4/8/2014 12:51:00 PM

Modulo 1

11012 22 1.50 m3 58 26.58 73.55 284.0 kg 53.0 kg 224.7 kg4/8/2014 01:02:00 PM 11013 23 1.50 m3 58 26.49 73.78 285.0 kg 52.0 kg 224.7 kg4/8/2014

DM-C-1001:12:00 PM 11014 24 1.50 m3 58 26.84 73.75 283.0 kg 54.0 kg 224.7 kg

4/8/2014 01:21:00 PM 11015 25 1.50 m3 60 26.61 73.65 282.0 kg 53.0 kg 223.3 kg

Cimiento (7.50 m3)

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Vereda (7.50 m3)

Vereda (3.00 m3)

Page 42: Data Producción Concretooo

35.80 m3

5.28 5.28

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 4/1/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 4/1/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

4/9/2014 11016 1 1.50 m3 0.0 kg4/9/2014 11017 2 1.50 m3 0.0 kg4/9/2014 11018 3 1.50 m3 0.0 kg4/9/2014 11019 4 1.50 m3 0.0 kg4/9/2014 11020 5 1.50 m3 0.0 kg4/9/2014 11021 6 1.50 m3 0.0 kg4/9/2014 11022 7 1.50 m3 0.0 kg4/9/2014 11023 8 1.50 m3 0.0 kg4/9/2014 11024 9 1.50 m3 #REF!4/9/2014 11025 10 1.50 m3 0.0 kg4/9/2014 11026 11 1.50 m3 0.0 kg4/9/2014 11027 12 1.50 m3 0.0 kg4/9/2014 11028 13 1.50 m3 0.0 kg4/9/2014 11029 14 1.50 m3 0.0 kg4/9/2014 11030 15 1.50 m3 0.0 kg4/9/2014 Balcon 11031 16 1.50 m3 58 28.07 73.44 263.0 kg 60.0 kg 215.3 kg4/9/2014 Balcon 11032 17 1.00 m3 59 27.54 74.13 277.0 kg 58.0 kg 335.0 kg4/9/2014

DM-0511033 18 1.00 m3 0.0 kg

4/9/2014 11034 19 1.40 m3 0.0 kg4/9/2014 11035 20 1.40 m3 0.0 kg4/9/2014 11036 21 1.40 m3 0.0 kg4/9/2014 Escalera 11037 22 1.40 m3 59 28.08 78.09 272.0 kg 60.0 kg 237.1 kg4/9/2014 Vereda 11038 23 1.40 m3 0.0 kg4/9/2014 Escalera 11039 24 1.50 m3 59 74.19 74.33 276.0 kg 303.0 kg 386.0 kg4/9/2014

Modulo 3

11040 25 1.50 m3 58 73.62 74.08 257.0 kg 282.0 kg 359.3 kg4/9/2014 11041 26 1.50 m3 58 73.32 73.99 257.0 kg 281.0 kg 358.7 kg4/9/2014 11042 27 1.00 m3 58 73.22 74.06 257.0 kg 281.0 kg 538.0 kg4/9/2014 11043 28 1.00 m3 58 73.31 73.76 254.0 kg 281.0 kg 535.0 kg4/9/2014 11044 29 1.17 m3 58 73.53 73.76 253.0 kg 282.0 kg 458.6 kg4/9/2014 11045 30 1.13 m3 0.0 kg4/9/2014 11046 31 1.10 m3 0.0 kg4/9/2014

Modulo 1

11047 32 1.07 m3 72.68 73.53 278.0 kg 295.0 kg 537.2 kg4/9/2014 11048 33 1.03 m3 72.97 73.44 274.0 kg 265.2 kg4/9/2014 11049 34 1.00 m3 0.0 kg4/9/2014 11050 35 0.97 m3 0.0 kg

46.97 m3

5.28 5.28

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 4/7/2014

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Cimiento con

acelerante (7.50 m3)

Cimiento (7.50 m3)

Cimiento (7.50 m3)

Vereda (6.00 m3)

Vereda (2.10 m3)

Page 43: Data Producción Concretooo

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 4/7/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

4/10/2014 07:31:00 AM 11051 1 1.50 m3 0.0 kg4/10/2014 07:34:00 AM 11052 2 1.50 m3 0.0 kg4/10/2014 07:37:00 AM 11053 3 1.50 m3 0.0 kg4/10/2014 07:41:00 AM 11054 4 1.50 m3 0.0 kg4/10/2014 07:45:00 AM 11055 5 1.50 m3 0.0 kg4/10/2014 09:31:00 AM

Techo11056 6 1.50 m3 59 71.35 259.0 kg 288.0 kg 364.7 kg

4/10/2014 09:42:00 AM 11057 7 1.50 m3 59 69.07 73.65 273.0 kg 276.0 kg 366.0 kg4/10/2014 09:59:00 AM 11058 8 1.50 m3 60 69.64 72.95 263.0 kg 279.0 kg 361.3 kg4/10/2014 10:05:00 AM 11059 9 1.50 m3 #REF!4/10/2014 10:08:00 AM 11060 10 1.50 m3 0.0 kg4/10/2014 10:11:00 AM 11061 11 1.50 m3 0.0 kg4/10/2014 10:14:00 AM 11062 12 1.50 m3 0.0 kg4/10/2014 10:23:00 AM

Techo11063 13 1.50 m3 59 70.69 72.86 254.0 kg 285.0 kg 359.3 kg

4/10/2014 10:32:00 AM 11064 14 1.40 m3 55 69.96 72.92 261.0 kg 281.0 kg 387.1 kg4/10/2014 10:48:00 AM 11065 15 1.40 m3 59 71.15 72.41 250.0 kg 287.0 kg 383.6 kg4/10/2014 11:05:00 AM

Modulo 1

11066 16 1.40 m3 28.57 72.20 241.0 kg 63.0 kg 217.1 kg4/10/2014 11:18:00 AM 11067 17 1.40 m3 71.35 71.96 241.0 kg 288.0 kg 377.9 kg4/10/2014 11:29:00 AM 11068 18 1.00 m3 65.54 72.02 242.0 kg 258.0 kg 500.0 kg4/10/2014 11:34:00 AM 11069 19 1.27 m3 65.62 71.53 243.0 kg 258.0 kg 394.5 kg4/10/2014 12:02:00 PM

Baeria11070 20 1.50 m3 66.34 71.51 231.0 kg 262.0 kg 328.7 kg

4/10/2014 12:25:00 PM 11071 21 1.50 m3 66.32 71.94 239.0 kg 262.0 kg 334.0 kg4/10/2014 12:41:00 PM 11072 22 1.50 m3 64.78 72.00 247.0 kg 254.0 kg 334.0 kg4/10/2014 01:07:00 PM

Modulo 1

11073 23 1.50 m3 65.21 72.09 248.0 kg 256.0 kg 336.0 kg4/10/2014

DM-C-1001:19:00 PM 11074 24 1.50 m3 70.16 71.85 245.0 kg 282.0 kg 351.3 kg

4/10/2014 01:25:00 PM 11075 25 1.50 m3 69.96 71.88 246.0 kg 281.0 kg 351.3 kg4/10/2014 01:38:00 PM 11076 26 1.50 m3 69.95 71.88 247.0 kg 281.0 kg 352.0 kg

37.87 m3

5.28 5.28

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 4/1/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 4/1/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

4/11/2014 11077 1 1.50 m3 0.0 kg4/11/2014 11078 2 1.50 m3 0.0 kg4/11/2014 11079 3 1.50 m3 0.0 kg4/11/2014 11080 4 1.50 m3 0.0 kg4/11/2014 11081 5 1.50 m3 0.0 kg4/11/2014 resanar 11082 6 1.50 m3 0.0 kg4/11/2014 11083 7 1.50 m3 0.0 kg4/11/2014 11084 8 1.50 m3 0.0 kg4/11/2014 11085 9 1.50 m3 #REF!4/11/2014 11086 10 1.50 m3 0.0 kg4/11/2014 11087 11 1.50 m3 0.0 kg4/11/2014 11088 12 1.50 m3 0.0 kg

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Vereda (7.50 m3)

Vereda (7.50 m3)

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Cimiento con

acelerante (7.50 m3)

Cimiento (7.50 m3)

Cimiento (7.50 m3)

Page 44: Data Producción Concretooo

4/11/2014 11089 13 1.50 m3 0.0 kg4/11/2014 11090 14 1.50 m3 0.0 kg4/11/2014 11091 15 1.50 m3 0.0 kg4/11/2014 11092 16 1.50 m3 0.0 kg4/11/2014 Balcon 11093 17 1.00 m3 60 71.36 72.46 238.0 kg 288.0 kg 526.0 kg4/11/2014

DM-05Balcon 11094 18 1.00 m3 60 68.65 73.18 259.0 kg 274.0 kg 533.0 kg

4/11/2014 Escalera 11095 19 1.40 m3 60 72.38 72.68 252.0 kg 294.0 kg 390.0 kg4/11/2014

Vereda11096 20 1.40 m3 0.0 kg

4/11/2014 11097 21 1.40 m3 0.0 kg4/11/2014 11098 22 1.40 m3 0.0 kg4/11/2014 Escalera 11099 23 1.40 m3 62 72.86 70.70 240.0 kg 296.0 kg 382.9 kg4/11/2014

Modulo 3

11100 24 1.50 m3 0.0 kg4/11/2014 11101 25 1.50 m3 0.0 kg4/11/2014 11102 26 1.50 m3 0.0 kg4/11/2014 11103 27 1.00 m3 0.0 kg4/11/2014 11104 28 1.00 m3 0.0 kg4/11/2014

Modulo 1

11105 29 1.17 m3 0.0 kg4/11/2014 11106 30 1.13 m3 62 67.44 72.32 228.00 244.0 kg 416.5 kg4/11/2014 11107 31 1.10 m3 61 68.02 72.22 227.00 247.0 kg 430.9 kg4/11/2014 11108 32 1.07 m3 60 67.42 72.16 227.00 244.0 kg 441.6 kg

43.97 m3

5.28 5.28

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 4/7/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 4/7/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

4/12/2014 07:01:00 AM Resanar 11109 1 0.30 m3 1763.3 kg4/12/2014 09:36:00 AM

Techo11110 2 1.50 m3 70.07 73.41 247.0 kg 282.0 kg 354.7 kg

4/12/2014 09:53:00 AM 11111 3 1.50 m3 69.65 72.97 253.0 kg 279.0 kg #REF!4/12/2014 09:59:00 AM 11112 4 1.50 m3 69.43 73.10 255.0 kg 278.0 kg 355.3 kg4/12/2014 10:15:00 AM

Techo11113 5 1.50 m3 69.00 72.89 255.0 kg 276.0 kg 354.0 kg

4/12/2014 10:27:00 AM 11114 6 1.50 m3 68.58 72.86 253.0 kg 274.0 kg 351.3 kg4/12/2014 10:40:00 AM 11115 7 1.50 m3 68.87 72.38 244.0 kg 275.0 kg 346.0 kg4/12/2014 10:57:00 AM

Modulo 3

11116 8 1.50 m3 68.34 72.45 245.0 kg 272.0 kg 344.7 kg4/12/2014 11:04:00 AM 11117 9 1.50 m3 69.16 72.28 242.00 277.0 kg #REF!4/12/2014 11:10:00 AM 11118 10 1.50 m3 0.0 kg4/12/2014 11:15:00 AM 11119 11 1.50 m3 0.0 kg4/12/2014 11:30:00 AM

Modulo 1

11120 12 1.50 m3 0.0 kg4/12/2014 11:46:00 AM 11121 13 1.50 m3 0.0 kg4/12/2014 11:55:00 AM 11122 14 1.40 m3 0.0 kg4/12/2014 12:02:00 PM 11123 15 1.40 m3 0.0 kg4/12/2014 12:31:00 PM

Baeria

11124 16 1.40 m3 0.0 kg4/12/2014 12:58:00 PM 11125 17 1.07 m3 0.0 kg4/12/2014 01:07:00 PM 11126 18 1.07 m3 0.0 kg4/12/2014 01:19:00 PM 11127 19 1.06 m3 0.0 kg

25.70 m3

Cimiento (7.50 m3)

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Page 45: Data Producción Concretooo

5.28 5.28

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 4/7/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 4/7/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

4/13/2014 DM-C-10 07:01:00 AM Resanar 11128 1 0.30 m3 1670.0 kg4/13/2014 09:05:00 AM Balcon 11129 2 1.50 m3 62 67.35 72.57 234.0 kg 267.0 kg 330.0 kg4/13/2014 09:21:00 AM Balcon 11130 3 1.50 m3 63 67.05 71.90 229.0 kg 266.0 kg #REF!4/13/2014 10:02:00 AM Escalera 11131 4 1.50 m3 64 65.11 71.09 223.0 kg 255.0 kg 318.7 kg4/13/2014 10:25:00 AM Escalera 11132 5 1.50 m3 66 66.19 70.37 216.0 kg 261.0 kg 318.0 kg4/13/2014 10:50:00 AM

Modulo 3

11133 6 1.50 m3 62 64.84 71.15 209.0 kg 239.0 kg 298.7 kg4/13/2014 11134 7 1.50 m3 62 66.34 70.67 202.0 kg 247.0 kg 299.3 kg4/13/2014 11135 8 1.50 m3 66.30 70.40 202.0 kg 247.0 kg 299.3 kg4/13/2014 11136 9 1.50 m3 65.21 71.10 200.00 241.0 kg #REF!4/13/2014 11137 10 1.50 m3 60 65.49 69.75 199.0 kg 243.0 kg 294.7 kg4/13/2014

Modulo 1

11138 11 1.50 m3 64.95 71.59 221.0 kg 249.0 kg 313.3 kg4/13/2014 11139 12 1.50 m3 66.34 70.37 213.0 kg 257.0 kg 313.3 kg4/13/2014 11140 13 1.50 m3 65.86 70.53 192.1 kg 247.0 kg 292.8 kg4/13/2014 11141 14 1.40 m3 65.71 70.93 192.0 kg 246.0 kg 312.9 kg4/13/2014 11142 15 1.40 m3 0.0 kg

21.10 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 4/1/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 4/1/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

4/14/2014 11142 1 1.50 m3 0.0 kg4/14/2014 11143 2 1.50 m3 0.0 kg4/14/2014 11144 3 1.50 m3 0.0 kg4/14/2014 11145 4 1.50 m3 0.0 kg4/14/2014 11146 5 1.50 m3 0.0 kg4/14/2014 Resanar 11147 6 0.30 m3 0.0 kg4/14/2014 11148 7 1.50 m3 0.0 kg4/14/2014 11149 8 1.50 m3 0.0 kg4/14/2014 11150 9 1.50 m3 #REF!4/14/2014 11151 10 1.50 m3 0.0 kg4/14/2014 11152 11 1.50 m3 0.0 kg4/14/2014 11153 12 1.50 m3 0.0 kg4/14/2014 11154 13 1.50 m3 0.0 kg4/14/2014 11155 14 1.50 m3 0.0 kg MUESTRA 11104/14/2014 11156 15 1.50 m3 0.0 kg4/14/2014 11157 16 1.50 m3 0.0 kg4/14/2014

DM-C-1010:10:00 AM

Techo11158 17 1.50 m3 64 64.73 71.34 218.0 kg 253.0 kg 314.0 kg

4/14/2014 10:17:00 AM 11159 18 1.50 m3 57 62.24 72.11 238.0 kg 240.0 kg 318.7 kg4/14/2014 10:36:00 AM 11160 19 1.50 m3 58 62.78 71.86 235.0 kg 243.0 kg 318.7 kg

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Cimiento (7.50 m3)

Cimiento (7.50 m3)

Cimiento (7.50 m3)

Page 46: Data Producción Concretooo

4/14/2014DM-C-10

10:47:00 AMTecho

11161 20 1.50 m3 62 63.36 71.79 233.0 kg 246.0 kg 319.3 kg4/14/2014 11:53:00 AM 11162 21 1.50 m3 58 63.36 71.92 232.0 kg 246.0 kg 318.7 kg4/14/2014 11:01:00 AM 11163 22 1.00 m3 57 64.01 69.04 131.0 kg 178.0 kg 309.0 kg4/14/2014 11164 23 1.50 m3 0.0 kg4/14/2014 11165 24 1.50 m3 0.0 kg4/14/2014 11166 25 1.50 m3 0.0 kg4/14/2014 11167 26 1.50 m3 0.0 kg4/14/2014 11168 27 1.50 m3 0.0 kg4/14/2014

DM-C-10

11:29:00 AM

Modulo 3

11169 28 1.40 m3 62 64.43 72.05 214.0 kg 237.0 kg 322.1 kg4/14/2014 11:35:00 AM 11170 29 1.40 m3 64.23 71.93 217.0 kg 236.0 kg 323.6 kg4/14/2014 11171 30 1.40 m3 0.0 kg4/14/2014 11172 31 1.40 m3 0.0 kg4/14/2014 11173 32 1.40 m3 0.0 kg4/14/2014 11174 33 1.03 m3 0.0 kg4/14/2014 11175 34 1.00 m3 0.0 kg4/14/2014 11176 35 0.97 m3 0.0 kg4/14/2014 11177 36 0.93 m3 0.0 kg4/14/2014

DM-C-10

12:44:00 PM

Modulo 1

11178 37 0.90 m3 66.78 71.89 230.0 kg 264.0 kg 548.9 kg4/14/2014 12:54:00 PM 11179 38 0.87 m3 63.43 72.31 247.0 kg 247.0 kg 570.0 kg4/14/2014 01:03:00 PM 11180 39 0.83 m3 62.12 71.94 247.0 kg 240.0 kg 584.4 kg4/14/2014 01:09:00 PM 11181 40 0.80 m3 68.32 71.81 244.0 kg 272.0 kg 645.0 kg4/14/2014

DM-C-1001:37:00 PM

Bateria11182 41 1.50 m3 61 68.63 71.82 243.0 kg 274.0 kg 344.7 kg

4/14/2014 01:52:00 PM 11183 42 1.50 m3 61 68.13 71.81 246.0 kg 271.0 kg 344.7 kg4/14/2014 02:05:00 PM 11184 43 1.50 m3 61 68.05 71.84 246.0 kg 271.0 kg 344.7 kg

57.63 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 4/1/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 4/1/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

4/15/2014 07:03:00 AM 11185 1 1.50 m3 0.0 kg4/15/2014 07:11:00 AM 11186 2 1.50 m3 0.0 kg4/15/2014 07:15:00 AM 11187 3 1.50 m3 0.0 kg4/15/2014 07:18:00 AM 11188 4 1.50 m3 0.0 kg4/15/2014 07:21:00 AM 11189 5 1.50 m3 0.0 kg4/15/2014 07:25:00 AM Resanar 11190 6 0.30 m3 0.0 kg4/15/2014 08:17:00 AM 11191 7 1.50 m3 0.0 kg4/15/2014 08:21:00 AM 11192 8 1.50 m3 0.0 kg4/15/2014 08:24:00 AM 11193 9 1.50 m3 #REF!4/15/2014 08:28:00 AM 11194 10 1.50 m3 0.0 kg4/15/2014 09:25:00 AM Balcon 11195 12 1.00 m3 0.0 kg4/15/2014 09:36:00 AM

Pista11196 13 1.50 m3 0.0 kg

4/15/2014 09:46:00 AM 11197 14 1.50 m3 0.0 kg4/15/2014 09:53:00 AM Balcon 11198 15 1.50 m3 0.0 kg4/15/2014 09:57:00 AM

Pista11199 16 1.50 m3 0.0 kg

4/15/2014DM-C-10

10:00:00 AM 11200 17 1.50 m3 0.0 kg4/15/2014 10:03:00 AM 11201 18 1.50 m3 0.0 kg4/15/2014 10:13:00 AM

Escalera11202 19 1.50 m3 65.55 71.84 228.0 kg 258.0 kg 324.0 kg

Vereda (7.50 m3)

Vereda (7.50 m3)

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Cimiento (7.50 m3)

Cimiento (7.50 m3)

Page 47: Data Producción Concretooo

4/15/2014DM-C-10

10:35:00 AMEscalera

11203 20 1.50 m3 65.46 71.59 227.0 kg 257.0 kg 322.7 kg4/15/2014 10:43:00 AM

Pista11204 21 1.50 m3 0.0 kg

4/15/2014 10:46:00 AM 11205 22 1.50 m3 0.0 kg4/15/2014 10:49:00 AM 11206 23 1.50 m3 0.0 kg4/15/2014 10:56:00 AM Escalera 11207 24 1.50 m3 65.51 68.46 140.0 kg 184.0 kg 216.0 kg4/15/2014 11:05:00 AM

Pista11208 25 1.50 m3 0.0 kg

4/15/2014 11:08:00 AM 11209 26 1.50 m3 0.0 kg4/15/2014 11:17:00 AM

Modulo 3

11210 27 1.50 m3 65.96 71.86 230.0 kg 260.0 kg 326.7 kg4/15/2014

DM-C-10

11:23:00 AM 11211 28 1.50 m3 65.21 71.96 234.0 kg 256.0 kg 326.7 kg4/15/2014 11:40:00 AM 11212 29 1.50 m3 64.70 71.73 236.0 kg 253.0 kg 326.0 kg4/15/2014 11:46:00 AM 11213 30 1.50 m3 65.80 71.56 230.0 kg 259.0 kg 326.0 kg4/15/2014 12:13:00 PM

Modulo 111214 31 1.50 m3 66.70 71.90 226.0 kg 263.0 kg 326.0 kg

4/15/2014 12:20:00 PM 11215 32 1.50 m3 65.68 71.19 228.0 kg 258.0 kg 324.0 kg4/15/2014 12:24:00 PM

cimiento11216 33 1.50 m3 0.0 kg

4/15/2014 12:28:00 PM 11217 34 1.50 m3 0.0 kg4/15/2014 12:34:00 PM

Modulo 111218 35 1.50 m3 66.02 70.95 223.0 kg 260.0 kg 322.0 kg

4/15/2014 12:41:00 PM 11219 36 1.50 m3 66.31 71.10 222.0 kg 261.0 kg 322.0 kg4/15/2014

DM-C-10

12:45:00 PMcimiento

11220 37 1.50 m3 0.0 kg4/15/2014 12:48:00 PM 11221 38 1.50 m3 0.0 kg4/15/2014 12:52:00 PM 11222 39 1.50 m3 0.0 kg4/15/2014 01:09:00 PM

Bateria

11223 40 1.50 m3 66.85 70.95 218.0 kg 265.0 kg 322.0 kg4/15/2014

DM-C-1001:29:00 PM 11224 41 1.20 m3 66.14 70.76 174.0 kg 214.0 kg 323.3 kg

4/15/2014 01:48:00 PM 11225 42 1.20 m3 67.86 168.0 kg 221.0 kg 324.2 kg4/15/2014 02:04:00 PM 11226 43 1.20 m3 67.67. 168.0 kg 220.0 kg 323.3 kg

60.40 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 4/1/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 4/1/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

4/16/2014 06:35:00 AM 11228 1 1.50 m3 0.0 kg4/16/2014 06:39:00 AM 11229 2 1.50 m3 0.0 kg4/16/2014 06:43:00 AM 11230 3 1.50 m3 0.0 kg4/16/2014 06:47:00 AM 11231 4 1.50 m3 0.0 kg4/16/2014 06:51:00 AM 11232 5 1.50 m3 0.0 kg4/16/2014 07:00:00 AM Resanar 11233 6 0.30 m3 0.0 kg4/16/2014 08:06:00 AM 11234 7 1.50 m3 0.0 kg4/16/2014 08:10:00 AM 11235 8 1.50 m3 0.0 kg4/16/2014 08:14:00 AM 11236 9 1.50 m3 #REF!4/16/2014 08:18:00 AM 11237 10 1.50 m3 0.0 kg4/16/2014 08:22:00 AM 11238 12 1.00 m3 0.0 kg4/16/2014 09:09:00 AM 11239 13 1.50 m3 0.0 kg4/16/2014 09:13:00 AM 11240 14 1.50 m3 0.0 kg4/16/2014 09:17:00 AM 11241 15 1.50 m3 0.0 kg4/16/2014 09:20:00 AM 11242 16 1.50 m3 0.0 kg4/16/2014

DM-C-1009:23:00 AM 11243 17 1.50 m3 0.0 kg

4/16/2014 09:39:00 AMTecho

11244 18 1.50 m3 67.62 71.42 217.0 kg 269.0 kg 324.0 kg4/16/2014 09:50:00 AM 11245 19 1.50 m3 68.30 210.0 kg 272.0 kg 321.3 kg

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Cimiento (7.50 m3)

Cimiento (7.50 m3)

Pista (7.50 m3)

Page 48: Data Producción Concretooo

4/16/2014DM-C-10

09:59:00 AMTecho

11246 20 1.50 m3 64.04 70.61 216.0 kg 250.0 kg 310.7 kg4/16/2014 10:12:00 AM

Pista

11247 21 1.50 m3 0.0 kg4/16/2014 10:15:00 AM 11248 22 1.50 m3 0.0 kg4/16/2014 10:18:00 AM 11249 23 1.50 m3 0.0 kg4/16/2014 10:21:00 AM 11250 24 1.50 m3 0.0 kg4/16/2014 10:25:00 AM 11251 25 1.50 m3 0.0 kg4/16/2014 10:32:00 AM

Techo11252 26 1.50 m3 65.51 70.64 208.0 kg 258.0 kg 310.7 kg

4/16/2014 10:38:00 AM 11253 27 1.50 m3 61.89 71.75 228.0 kg 238.0 kg 310.7 kg4/16/2014

DM-C-10

10:46:00 AM 11254 28 1.50 m3 64.32 67.32 141.0 kg 179.0 kg 213.3 kg4/16/2014 11:03:00 AM

Modulo 311255 29 1.50 m3 61.72 71.21 225.0 kg 238.0 kg 308.7 kg

4/16/2014 11:09:00 AM 11256 30 1.50 m3 61.71 71.41 225.0 kg 238.0 kg 308.7 kg4/16/2014 11:19:00 AM Pista 11257 31 1.50 m3 0.0 kg4/16/2014 11:25:00 AM Modulo 3 11258 32 1.50 m3 64.90 70.92 220.0 kg 254.0 kg 316.0 kg4/16/2014 11:29:00 AM Pista 11259 33 1.50 m3 0.0 kg4/16/2014 11:35:00 AM Modulo 3 11260 34 1.50 m3 66.02 70.20 215.0 kg 260.0 kg 316.7 kg4/16/2014 11:39:00 AM

Pista11261 35 1.50 m3 0.0 kg

4/16/2014 11:42:00 AM 11262 36 1.50 m3 0.0 kg4/16/2014

DM-C-10

11:45:00 AM 11263 37 1.50 m3 0.0 kg4/16/2014 11:55:00 AM

Modulo 1

11264 38 1.50 m3 64.83 70.78 222.0 kg 254.0 kg 317.3 kg4/16/2014 12:02:00 PM 11265 39 1.50 m3 65.45 69.79 216.0 kg 257.0 kg 315.3 kg4/16/2014 12:08:00 PM 11266 40 1.50 m3 64.81 69.96 220.0 kg 254.0 kg 316.0 kg4/16/2014

DM-C-10

12:19:00 PM 11267 41 1.20 m3 65.30 70.66 218.0 kg 256.0 kg 395.0 kg4/16/2014 12:25:00 PM 11268 42 1.50 m3 0.0 kg4/16/2014 12:29:00 PM 11269 43 1.50 m3 0.0 kg4/16/2014 12:33:00 PM 11270 44 1.50 m3 0.0 kg4/16/2014 12:36:00 PM 11271 45 1.50 m3 0.0 kg4/16/2014 12:40:00 PM 11272 46 1.50 m3 0.0 kg

65.50 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 4/1/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 4/1/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

4/21/2014 06:41:00 AM 11273 1 1.50 m3 0.0 kg4/21/2014 06:44:00 AM 11274 2 1.50 m3 0.0 kg4/21/2014 06:48:00 AM 11275 3 1.50 m3 0.0 kg4/21/2014 06:51:00 AM 11276 4 1.50 m3 0.0 kg4/21/2014 06:55:00 AM 11277 5 1.50 m3 0.0 kg4/21/2014 07:05:00 AM Resanar 11278 6 0.30 m3 0.0 kg4/21/2014 08:10:00 AM 11279 7 1.50 m3 0.0 kg4/21/2014 08:13:00 AM 11280 8 1.50 m3 0.0 kg4/21/2014 08:16:00 AM 11281 9 1.50 m3 #REF!4/21/2014 08:20:00 AM 11282 10 1.50 m3 0.0 kg4/21/2014 08:23:00 AM 11283 12 1.00 m3 0.0 kg4/21/2014 08:57:00 AM 11284 13 1.50 m3 0.0 kg4/21/2014 09:01:00 AM 11285 14 1.50 m3 0.0 kg4/21/2014 09:04:00 AM 11286 15 1.50 m3 0.0 kg4/21/2014 09:07:00 AM 11287 16 1.50 m3 0.0 kg

Cimiento (7.50 m3)

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Pista (7.50 m3)

Pista (7.50 m3)

Pista (7.50 m3)

Page 49: Data Producción Concretooo

4/21/2014DM-C-10

09:10:00 AM 11288 17 1.50 m3 0.0 kg4/21/2014 10:04:00 AM 11289 18 1.50 m3 0.0 kg4/21/2014 10:08:00 AM 11290 19 1.50 m3 0.0 kg4/21/2014

DM-C-1010:11:00 AM 11291 20 1.50 m3 0.0 kg

4/21/2014 10:18:00 AM 11292 21 1.50 m3 0.0 kg4/21/2014 10:27:00 AM

Escalera11294 22 1.50 m3 61.25 70.38 225.0 kg 235.0 kg 306.7 kg

4/21/2014 10:43:00 AM 11295 23 1.50 m3 60.82 70.06 227.0 kg 233.0 kg 306.7 kg4/21/2014 11:00:00 AM balcon 11296 24 1.50 m3 63.38 69.86 228.0 kg 246.0 kg 316.0 kg4/21/2014 11:04:00 AM Pista 11297 25 1.50 m3 0.0 kg4/21/2014 11:21:00 AM balcon 11298 26 1.50 m3 64.72 69.53 222.0 kg 253.0 kg 316.7 kg4/21/2014 11:55:00 AM

Modulo 3

11299 27 1.50 m3 65.69 68.18 198.0 kg 244.0 kg 294.7 kg4/21/2014

DM-C-10

12:03:00 PM 11300 28 1.50 m3 64.26 70.29 206.0 kg 236.0 kg 294.7 kg4/21/2014 12:10:00 PM 11301 29 1.50 m3 61.37 70.27 207.0 kg 222.0 kg 286.0 kg4/21/2014 12:17:00 PM 11302 30 1.50 m3 61.47 69.92 206.0 kg 223.0 kg 286.0 kg4/21/2014 12:23:00 PM 11303 31 1.50 m3 61.82 70.09 203.0 kg 224.0 kg 284.7 kg4/21/2014 12:54:00 PM

Modulo 1

11304 32 1.50 m3 62.10 70.47 223.0 kg 240.0 kg 308.7 kg4/21/2014 01:07:00 PM 11305 33 1.50 m3 62.22 70.23 219.0 kg 240.0 kg 306.0 kg4/21/2014 01:13:00 PM 11306 34 1.50 m3 61.66 70.32 206.0 kg 224.0 kg 286.7 kg4/21/2014 01:27:00 PM 11307 35 1.50 m3 61.34 70.28 207.0 kg 222.0 kg 286.0 kg

49.30 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 4/1/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 4/1/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

4/22/2014 06:49:00 AM 11308 1 1.50 m3 0.0 kg4/22/2014 06:53:00 AM 11309 2 1.50 m3 0.0 kg4/22/2014 06:56:00 AM 11310 3 1.50 m3 0.0 kg4/22/2014 07:00:00 AM 11311 4 1.50 m3 0.0 kg4/22/2014 07:03:00 AM 11312 5 1.50 m3 0.0 kg4/22/2014 07:13:00 AM Resanar 11313 6 0.30 m3 0.0 kg4/22/2014 07:50:00 AM 11314 7 1.50 m3 0.0 kg4/22/2014 07:54:00 AM 11315 8 1.50 m3 0.0 kg4/22/2014 07:58:00 AM 11316 9 1.50 m3 #REF!4/22/2014 08:02:00 AM 11317 10 1.50 m3 0.0 kg4/22/2014 08:05:00 AM 11318 11 1.50 m3 0.0 kg4/22/2014 08:46:00 AM 11319 12 1.50 m3 0.0 kg4/22/2014 08:50:00 AM 11320 13 1.50 m3 0.0 kg4/22/2014 08:54:00 AM 11321 14 1.50 m3 0.0 kg4/22/2014 08:57:00 AM 11322 15 1.50 m3 0.0 kg4/22/2014 09:01:00 AM 11323 16 1.50 m3 0.0 kg4/22/2014

DM-C-1009:19:00 AM

Techo11324 17 1.50 m3 29.82 69.69 196.0 kg 70.0 kg 177.3 kg

4/22/2014 09:32:00 AM 11325 18 1.50 m3 27.57 69.65 213.0 kg 58.0 kg 180.7 kg4/22/2014 09:40:00 AM 11326 19 1.50 m3 26.94 69.50 219.0 kg 54.0 kg 182.0 kg4/22/2014 09:44:00 AM 11327 20 1.50 m3 0.0 kg4/22/2014 09:47:00 AM 11328 21 1.50 m3 0.0 kg4/22/2014 09:51:00 AM 11329 22 1.00 m3 0.0 kg4/22/2014 09:54:00 AM 11330 23 1.50 m3 0.0 kg4/22/2014 09:58:00 AM 11331 24 1.50 m3 0.0 kg

Pista (7.50 m3)

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Pista (7.50 m3)

Pista (7.50 m3)

Pista (7.50 m3)

Cimiento (7.50 m3)

Page 50: Data Producción Concretooo

4/22/2014DM-C-10

10:04:00 AMtecho

11332 25 1.50 m3 28.22 71.27 220.0 kg 61.0 kg 187.3 kg4/22/2014 10:12:00 AM 11333 26 1.50 m3 62 28.81 71.19 216.0 kg 64.0 kg 186.7 kg4/22/2014 10:18:00 AM 11334 27 1.50 m3 62 26.92 70.53 222.0 kg 54.0 kg 184.0 kg4/22/2014

DM-C-1010:35:00 AM

Modulo 311335 28 1.50 m3 26.47 70.22 224.0 kg 52.0 kg 184.0 kg

4/22/2014 10:44:00 AM 11336 29 1.50 m3 27.00 69.78 219.0 kg 55.0 kg 182.7 kg4/22/2014 10:52:00 AM 11337 30 1.50 m3 0.0 kg4/22/2014 10:55:00 AM 11338 31 1.50 m3 0.0 kg4/22/2014 10:59:00 AM 11339 32 1.50 m3 0.0 kg4/22/2014

DM-C-1011:05:00 AM

Modulo 311340 33 1.50 m3 27.69 70.49 217.0 kg 58.0 kg 183.3 kg

4/22/2014 11:12:00 AM 11341 34 1.50 m3 26.80 70.39 221.0 kg 54.0 kg 183.3 kg4/22/2014 11:16:00 AM 11342 35 1.50 m3 0.0 kg4/22/2014 11:19:00 AM 11343 36 1.50 m3 0.0 kg4/22/2014

DM-C-10

11:39:00 AM

Modulo 1

11344 37 1.50 m3 26.76 70.40 222.0 kg 53.0 kg 183.3 kg4/22/2014 11:48:00 AM 11345 38 1.50 m3 27.07 70.28 195.3 kg 55.0 kg 166.8 kg4/22/2014 11:56:00 AM 11346 39 1.50 m3 27.13 69.72 217.0 kg 55.0 kg 181.3 kg4/22/2014 12:02:00 PM 11347 40 1.50 m3 26.88 69.94 219.0 kg 54.0 kg 182.0 kg4/22/2014 12:06:00 PM 11348 41 1.50 m3 0.0 kg4/22/2014 12:10:00 PM 11349 42 1.50 m3 0.0 kg4/22/2014 12:13:00 PM 11350 43 1.50 m3 0.0 kg4/22/2014 12:17:00 PM 11351 44 1.50 m3 0.0 kg4/22/2014 12:20:00 PM 11352 45 1.50 m3 0.0 kg4/22/2014

DM-C-1012:27:00 PM

Bateria11353 46 1.30 m3 29.06 70.90 179.0 kg 58.0 kg 182.3 kg

4/22/2014 01:03:00 PM 11354 47 1.23 m3 27.56 71.21 179.0 kg 50.0 kg 186.2 kg4/22/2014 01:09:00 PM 11355 48 1.23 m3 26.70 70.42 185.0 kg 46.0 kg 187.8 kg4/22/2014 01:20:00 PM Cimiento 11356 49 1.00 m3 0.0 kg4/22/2014 01:26:00 PM Bateria 11357 50 1.14 m3 25.76 70.47 174.0 kg 38.0 kg 186.0 kg4/22/2014 51

71.70 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 4/1/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 4/1/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

4/23/2014 06:38:00 AM 11358 1 1.50 m3 0.0 kg4/23/2014 06:44:00 AM 11359 2 1.50 m3 0.0 kg4/23/2014 06:49:00 AM 11360 3 1.50 m3 0.0 kg4/23/2014 06:53:00 AM 11361 4 1.50 m3 0.0 kg4/23/2014 06:57:00 AM 11362 5 1.50 m3 0.0 kg4/23/2014 07:10:00 AM Resanar 11363 6 0.30 m3 0.0 kg4/23/2014 07:43:00 AM 11364 7 1.50 m3 0.0 kg4/23/2014 07:47:00 AM 11365 8 1.50 m3 0.0 kg4/23/2014 07:50:00 AM 11366 9 1.50 m3 #REF!4/23/2014 07:53:00 AM 11367 10 1.50 m3 0.0 kg4/23/2014 07:58:00 AM 11368 11 1.50 m3 0.0 kg4/23/2014 08:43:00 AM 11369 12 1.50 m3 0.0 kg4/23/2014 08:46:00 AM 11370 13 1.50 m3 0.0 kg4/23/2014 08:49:00 AM 11371 14 1.50 m3 0.0 kg4/23/2014 08:52:00 AM 11372 15 1.50 m3 0.0 kg

Cimiento (7.50 m3)

Cimiento (7.50 m3)

Cimiento (7.50 m3)

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Pista (7.50 m3)

Pista (7.50 m3)

Pista (7.50 m3)

Page 51: Data Producción Concretooo

4/23/2014 08:55:00 AM 11373 16 1.50 m3 0.0 kg4/23/2014 09:37:00 AM 11374 17 1.50 m3 0.0 kg4/23/2014 09:40:00 AM 11375 18 1.50 m3 0.0 kg4/23/2014 09:44:00 AM 11376 19 1.50 m3 0.0 kg4/23/2014 09:47:00 AM 11377 20 1.50 m3 0.0 kg4/23/2014 09:50:00 AM 11378 21 1.50 m3 0.0 kg4/23/2014 DM-C-10 10:26:00 AM balcon 11379 22 1.00 m3 59.96 69.79 204.0 kg 228.0 kg 432.0 kg4/23/2014 10:33:00 AM pista 11380 23 1.50 m3 0.0 kg4/23/2014

DM-C-1010:49:00 AM balcon 11381 24 1.50 m3 61.13 69.43 213.0 kg 234.0 kg 298.0 kg

4/23/2014 11:09:00 AMEscalera

11382 25 1.50 m3 60.32 70.31 222.0 kg 230.0 kg 301.3 kg4/23/2014 11:39:00 AM 11383 26 1.50 m3 26.03 70.05 214.0 kg 50.0 kg 176.0 kg4/23/2014

DM-C-05

11:58:00 AM

Modulo 3

11384 27 1.50 m3 59.66 70.27 209.0 kg 214.0 kg 282.0 kg4/23/2014 12:06:00 PM 11385 28 1.50 m3 59.80 70.37 207.0 kg 214.0 kg 280.7 kg4/23/2014 12:21:00 PM 11386 29 1.50 m3 63.13 70.90 213.0 kg 231.0 kg 296.0 kg4/23/2014 12:29:00 PM 11387 30 1.50 m3 62.90 70.95 226.0 kg 230.0 kg 304.0 kg4/23/2014 12:38:00 PM 11388 31 1.50 m3 62.97 70.86 211.0 kg 230.0 kg 294.0 kg4/23/2014

DM-C-10

12:58:00 PM

Modulo 1

11389 32 1.50 m3 26.24 70.28 228.0 kg 51.0 kg 186.0 kg4/23/2014 01:13:00 PM 11390 33 1.50 m3 26.82 70.37 226.0 kg 54.0 kg 186.7 kg4/23/2014 01:20:00 PM 11391 34 1.50 m3 26.67 70.32 227.0 kg 53.0 kg 186.7 kg4/23/2014 01:31:00 PM 11392 35 1.50 m3 26.84 70.20 225.0 kg 54.0 kg 186.0 kg

50.80 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 4/1/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 4/1/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

4/24/2014 06:45:00 AM 11393 1 1.50 m3 0.0 kg4/24/2014 06:49:00 AM 11394 2 1.50 m3 0.0 kg4/24/2014 06:53:00 AM 11395 3 1.50 m3 0.0 kg4/24/2014 06:57:00 AM 11396 4 1.50 m3 0.0 kg4/24/2014 07:01:00 AM 11397 5 1.50 m3 0.0 kg4/24/2014 07:10:00 AM Resanar 11398 6 0.30 m3 0.0 kg4/24/2014 07:51:00 AM 11399 7 1.50 m3 0.0 kg4/24/2014 07:55:00 AM 11400 8 1.50 m3 0.0 kg4/24/2014 07:59:00 AM 11401 9 1.50 m3 #REF!4/24/2014 08:02:00 AM 11402 10 1.50 m3 0.0 kg4/24/2014 08:06:00 AM 11403 11 1.50 m3 0.0 kg4/24/2014 08:40:00 AM 11404 12 1.50 m3 0.0 kg4/24/2014 08:45:00 AM 11405 13 1.50 m3 0.0 kg4/24/2014 08:48:00 AM 11406 14 1.50 m3 0.0 kg4/24/2014 08:52:00 AM 11407 15 1.50 m3 0.0 kg4/24/2014 08:56:00 AM 11408 16 1.50 m3 0.0 kg4/24/2014

DM-C-1009:34:00 AM

Techo11409 17 1.50 m3 63.50 70.95 220.0 kg 247.0 kg 311.3 kg

4/24/2014 09:44:00 AM 11410 18 1.50 m3 62.63 70.98 231.0 kg 242.0 kg 315.3 kg4/24/2014 09:59:00 AM 11411 19 1.50 m3 62.95 70.66 230.0 kg 244.0 kg 316.0 kg4/24/2014 10:04:00 AM 11412 20 1.50 m3 0.0 kg

Pista (7.50 m3)

Pista (7.50 m3)

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Cimiento (7.50 m3)

Cimiento (7.50 m3)

Cimiento (7.50 m3)

Pista (7.50 m3)

Page 52: Data Producción Concretooo

4/24/2014 10:07:00 AM 11413 21 1.50 m3 0.0 kg4/24/2014 10:11:00 AM 11414 22 1.00 m3 0.0 kg4/24/2014 10:14:00 AM 11415 23 1.50 m3 0.0 kg4/24/2014 10:18:00 AM 11416 24 1.50 m3 0.0 kg4/24/2014

DM-C-1010:25:00 AM

techo11417 25 1.50 m3 64.57 70.37 225.0 kg 253.0 kg 318.7 kg

4/24/2014 10:34:00 AM 11418 26 1.50 m3 63.28 70.76 231.0 kg 246.0 kg 318.0 kg4/24/2014 10:44:00 AM 11419 27 1.50 m3 64.80 70.37 229.0 kg 254.0 kg 322.0 kg4/24/2014 10:52:00 AM

pista11420 28 1.50 m3 0.0 kg

4/24/2014 10:55:00 AM 11421 29 1.50 m3 0.0 kg4/24/2014

DM-C-10

11:03:00 AM

Modulo 3

11422 30 1.50 m3 64.09 70.83 195+37 250.0 kg #VALUE!4/24/2014 11:11:00 AM 11423 31 1.50 m3 67.44 70.89 238.0 kg 268.0 kg 337.3 kg4/24/2014 11:23:00 AM 11424 32 1.50 m3 67.12 70.64 232.0 kg 266.0 kg 332.0 kg4/24/2014 11:30:00 AM 11425 33 1.50 m3 67.91 70.05 222.0 kg 270.0 kg 328.0 kg4/24/2014

DM-C-10

11:58:00 AM

Modulo 1

11426 34 1.50 m3 67.63 69.53 224.0 kg 269.0 kg 328.7 kg4/24/2014 12:06:00 PM 11427 35 1.50 m3 67.24 69.28 219.0 kg 267.0 kg 324.0 kg4/24/2014 12:19:00 PM 11428 36 1.50 m3 66.75 70.23 225.0 kg 264.0 kg 326.0 kg4/24/2014 12:27:00 PM 11429 37 1.50 m3 65.04 70.76 236.0 kg 255.0 kg 327.3 kg4/24/2014

DM-C-10

12:48:00 PM

Bateria

11430 38 1.50 m3 65.03 204.0 kg 222.0 kg 284.0 kg4/24/2014 01:08:00 PM 11431 39 1.50 m3 65.02 69.54 182.0 kg 209.0 kg 260.7 kg4/24/2014 01:16:00 PM 11432 40 1.50 m3 65.31 70.69 184.0 kg 211.0 kg 263.3 kg4/24/2014 12:24:00 PM 11433 41 1.50 m3 66.09 70.60 186.0 kg 214.0 kg 266.7 kg

59.80 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 4/1/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 4/1/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

4/26/2014 11457 1 1.50 m3 0.0 kg4/26/2014 11458 2 1.50 m3 0.0 kg4/26/2014 11459 3 1.50 m3 0.0 kg4/26/2014 11460 4 1.50 m3 0.0 kg4/26/2014 11461 5 1.50 m3 0.0 kg4/26/2014 11462 6 0.30 m3 0.0 kg4/26/2014 11463 7 1.50 m3 0.0 kg4/26/2014 11464 8 1.50 m3 0.0 kg4/26/2014 09:22:00 AM

Techo11465 9 1.50 m3 62 68.39 71.22 220.00 273.0 kg #REF!

4/26/2014 09:30:00 AM 11466 10 1.50 m3 62 66.81 71.38 237.0 kg 264.0 kg 334.0 kg4/26/2014 09:39:00 AM 11467 11 1.50 m3 65.92 71.85 245.0 kg 260.0 kg 336.7 kg4/26/2014 09:50:00 AM

Techo11468 12 1.50 m3 60 66.44 71.75 242.0 kg 262.0 kg 336.0 kg

4/26/2014 09:57:00 AM 11469 13 1.50 m3 60 66.32 71.62 242.0 kg 262.0 kg 336.0 kg4/26/2014 10:05:00 AM 11470 14 1.50 m3 60 67.23 71.45 234.0 kg 267.0 kg 334.0 kg4/26/2014 10:24:00 AM

Modulo 3B

11471 15 1.50 m3 61 68.01 70.83 225.0 kg 271.0 kg 330.7 kg4/26/2014 10:33:00 AM 11472 16 1.50 m3 61 67.35 71.15 232.0 kg 267.0 kg 332.7 kg4/26/2014

DM-C-1010:39:00 AM 11473 17 1.50 m3 61 67.16 70.51 223.0 kg 266.0 kg 326.0 kg

4/26/2014 10:48:00 AM 11474 18 1.50 m3 62 66.54 70.63 223.0 kg 263.0 kg 324.0 kg4/26/2014 11:08:00 AM

Modulo 2B

11475 19 1.50 m3 62 66.07 70.08 220.0 kg 260.0 kg 320.0 kg4/26/2014 11:16:00 AM 11476 20 1.50 m3 63 65.91 70.02 221.0 kg 260.0 kg 320.7 kg

Pista (7.50 m3)

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Pista (7.50 m3)

Pista (7.50 m3)

Page 53: Data Producción Concretooo

4/26/2014 11:40:00 AMModulo 2B

11477 21 1.50 m3 60 27.67 69.76 215.0 kg 58.0 kg 182.0 kg4/26/2014 11:49:00 AM 11478 22 1.00 m3 61 26.94 69.49 217.0 kg 54.0 kg 271.0 kg4/26/2014 12:12:00 PM

Modulo 1B

11479 23 1.50 m3 26.86 70.37 221.0 kg 54.0 kg 183.3 kg4/26/2014 12:29:00 PM 11480 24 1.50 m3 28.39 70.12 212.0 kg 62.0 kg 182.7 kg4/26/2014

DM-C-1012:37:00 PM 11481 25 1.50 m3 28.83 210.0 kg 64.0 kg 182.7 kg

4/26/2014 12:46:00 PM 11482 26 1.50 m3 26.62 70.60 223.0 kg 53.0 kg 184.0 kg4/26/2014 01:01:00 PM

Bateria

11483 27 1.50 m3 25.84 70.57 195.0 kg 43.0 kg 158.7 kg4/26/2014 01:30:00 PM 11484 28 1.50 m3 61 25.73 70.11 279.0 kg 41.0 kg 213.3 kg4/26/2014 11485 29 1.50 m3 0.0 kg4/26/2014 DM-C-10 11486 30 1.50 m3 0.0 kg

43.30 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 4/1/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 4/1/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

4/28/2014 06:32:00 AM 11487 1 1.50 m3 0.0 kg4/28/2014 06:36:00 AM 11488 2 1.50 m3 0.0 kg4/28/2014 06:40:00 AM 11489 3 1.50 m3 0.0 kg4/28/2014 06:44:00 AM 11490 4 1.50 m3 0.0 kg4/28/2014 06:47:00 AM 11491 5 1.50 m3 0.0 kg4/28/2014 07:18:00 AM 11492 6 1.50 m3 0.0 kg4/28/2014 07:22:00 AM 11493 7 1.50 m3 0.0 kg4/28/2014 07:26:00 AM 11494 8 1.50 m3 0.0 kg4/28/2014 07:29:00 AM 11495 9 1.50 m3 #REF!4/28/2014 07:33:00 AM 11496 10 1.50 m3 0.0 kg4/28/2014 07:59:00 AM 11497 11 1.50 m3 0.0 kg4/28/2014 08:03:00 AM 11498 12 1.50 m3 0.0 kg4/28/2014 08:06:00 AM 11499 13 1.50 m3 0.0 kg4/28/2014 08:09:00 AM 11500 14 1.50 m3 0.0 kg4/28/2014 08:13:00 AM 11501 15 1.50 m3 0.0 kg4/28/2014 08:38:00 AM 11502 16 1.50 m3 0.0 kg4/28/2014 DM-C-10 08:41:00 AM 11503 17 1.50 m3 0.0 kg4/28/2014 08:45:00 AM 11504 18 1.50 m3 0.0 kg4/28/2014 08:48:00 AM 11505 19 1.50 m3 0.0 kg4/28/2014 08:51:00 AM 11506 20 1.50 m3 0.0 kg4/28/2014 09:17:00 AM Balcon 11507 21 1.50 m3 63 27.56 71.06 214.0 kg 68.0 kg 188.0 kg4/28/2014 09:23:00 AM 11508 22 1.00 m3 0.0 kg4/28/2014 07:27:00 AM 11509 23 1.50 m3 0.0 kg4/28/2014 09:30:00 AM 11510 24 1.50 m3 0.0 kg4/28/2014 DM-C-15 09:37:00 AM Balcon 11511 25 1.50 m3 64 27.07 71.32 225.00 55.0 kg 186.7 kg4/28/2014 09:41:00 AM 11512 26 1.50 m3 0.0 kg4/28/2014 09:44:00 AM 11513 27 1.50 m3 0.0 kg4/28/2014 DM-C-15 09:54:00 AM

Escalera11514 28 1.50 m3 63 26.94 71.53 227.0 kg 54.0 kg 187.3 kg

4/28/2014 10:11:00 AM 11515 29 1.50 m3 62 26.18 71.32 233.0 kg 50.0 kg 188.7 kg4/28/2014 10:15:00 AM 11516 30 1.50 m3 0.0 kg4/28/2014 10:19:00 AM 11517 31 1.50 m3 0.0 kg4/28/2014 10:22:00 AM 11518 32 1.50 m3 0.0 kg

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Vereda (7.50 m3)

Vereda (7.50 m3)

Vereda (7.50 m3)

Vereda (7.50 m3)

Vereda (4.50 m3)

Vereda (3.00 m3)

Vereda (4.20 m3)

Page 54: Data Producción Concretooo

4/28/2014 DM-C-15 01:48:00 PMtecho

11519 33 1.50 m3 62 26.24 71.31 232.0 kg 51.0 kg 188.7 kg4/28/2014 10:49:00 AM 11520 34 1.50 m3 63 26.77 71.03 228.0 kg 54.0 kg 188.0 kg4/28/2014 10:55:00 AM 11521 35 1.50 m3 63 25.78 70.94 232.0 kg 48.0 kg 186.7 kg4/28/2014 11:06:00 AM

techo11522 36 1.50 m3 63 24.81 70.78 238.0 kg 43.0 kg 187.3 kg

4/28/2014 DM-C-15 11:12:00 AM 11523 37 1.50 m3 25.19 70.79 237.0 kg 45.0 kg 188.0 kg4/28/2014 11:19:00 AM 11524 38 1.50 m3 25.34 70.74 236.0 kg 46.0 kg 188.0 kg4/28/2014 11:46:00 AM

Modulo 3

11525 39 1.50 m3 62 25.78 71.45 238.0 kg 48.0 kg 190.7 kg4/28/2014 11:52:00 AM 11526 40 1.50 m3 63 26.22 71.27 235.0 kg 51.0 kg 190.7 kg4/28/2014 12:03:00 PM 11527 41 1.50 m3 63 26.35 70.72 235.0 kg 51.0 kg 190.7 kg4/28/2014 12:12:00 PM 11528 42 1.50 m3 62 26.26 71.16 234.0 kg 51.0 kg 190.0 kg 2.14/28/2014 12:23:00 PM

Modulo 2

11529 43 1.50 m3 62 26.41 71.34 233.0 kg 52.0 kg 190.0 kg 3 2.44/28/2014 12:31:00 PM 11530 44 1.50 m3 61 26.78 71.10 229.0 kg 54.0 kg 188.7 kg4/28/2014 12:39:00 PM 11531 45 1.50 m3 62 26.77 71.42 234.0 kg 54.0 kg 192.0 kg4/28/2014

DM-C-1512:47:00 PM 11532 46 1.50 m3 63 27.01 70.87 230.0 kg 55.0 kg 190.0 kg

4/28/2014 01:13:00 PM

Modulo 1

11533 47 1.50 m3 60 26.42 71.18 230.0 kg 52.0 kg 188.0 kg4/28/2014 01:21:00 PM 11534 48 1.50 m3 26.22 70.35 229.0 kg 51.0 kg 186.7 kg4/28/2014 01:30:00 PM 11535 49 1.20 m3 25.22 70.78 185.0 kg 38.0 kg 185.8 kg4/28/2014 01:36:00 PM 11536 50 1.20 m3 25.32 70.52 188.0 kg 39.0 kg 189.2 kg4/28/2014

73.90 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 4/1/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 4/1/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

4/29/2014 06:46:00 AM 11538 1 1.50 m3 0.0 kg4/29/2014 06:50:00 AM 11539 2 1.50 m3 0.0 kg4/29/2014 06:53:00 AM 11540 3 1.50 m3 0.0 kg4/29/2014 06:56:00 AM 11541 4 1.50 m3 0.0 kg4/29/2014 06:59:00 AM 11542 5 1.50 m3 0.0 kg4/29/2014 07:10:00 AM resanar 11543 6 0.30 m3 0.0 kg4/29/2014 07:47:00 AM 11544 7 1.50 m3 0.0 kg4/29/2014 07:50:00 AM 11545 8 1.50 m3 0.0 kg4/29/2014 07:53:00 AM 11546 9 1.50 m3 #REF!4/29/2014 07:57:00 AM 11547 10 1.50 m3 0.0 kg4/29/2014 08:00:00 AM 11548 11 1.50 m3 0.0 kg

4/29/2014 08:29:00 AM 11549 12 1.50 m3 0.0 kg4/29/2014 08:32:00 AM 11550 13 1.50 m3 0.0 kg4/29/2014 08:35:00 AM 11551 14 1.50 m3 0.0 kg4/29/2014 08:39:00 AM 11552 15 1.50 m3 0.0 kg4/29/2014 08:43:00 AM 11553 16 1.50 m3 0.0 kg4/29/2014 DM-C-10 08:53:00 AM resanar 11554 17 0.30 m3 0.0 kg4/29/2014 09:22:00 AM

techo11555 18 1.50 m3 27.11 0.00 225.0 kg 55.0 kg 186.7 kg

4/29/2014 09:29:00 AM 11556 19 1.50 m3 26.67 225.0 kg 53.0 kg 185.3 kg4/29/2014 09:32:00 AM 11557 20 1.50 m3 0.0 kg4/29/2014 09:36:00 AM 11558 21 1.50 m3 0.0 kg4/29/2014 09:47:00 AM techo 11559 22 1.00 m3 27.03 215.0 kg 55.0 kg 270.0 kg4/29/2014 09:51:00 AM 11560 23 1.50 m3 0.0 kg

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Vereda (7.50 m3)

Vereda (7.50 m3)

Vereda (7.50 m3)

Vereda (3.00 m3)

vereda (4.50 m3)

Page 55: Data Producción Concretooo

4/29/2014 09:54:00 AM 11561 24 1.50 m3 0.0 kg4/29/2014 DM-C-15 09:57:00 AM 11562 25 1.50 m3 0.0 kg4/29/2014 10:04:00 AM

techo11563 26 1.50 m3 27.37 70.43 216.0 kg 57.0 kg 182.0 kg

4/29/2014 10:11:00 AM 11564 27 1.50 m3 26.96 70.46 218.0 kg 55.0 kg 182.0 kg4/29/2014 DM-C-15 10:20:00 AM 11565 28 1.50 m3 27.77 70.49 214.0 kg 59.0 kg 182.0 kg4/29/2014 10:26:00 AM 11566 29 1.50 m3 0.0 kg4/29/2014 10:29:00 AM 11567 30 1.50 m3 0.0 kg4/29/2014 10:32:00 AM 11568 31 1.50 m3 0.0 kg4/29/2014 10:36:00 AM 11569 32 1.50 m3 0.0 kg4/29/2014 DM-C-15 10:39:00 AM 11570 33 1.50 m3 0.0 kg4/29/2014 10:47:00 AM

modulo 3

11571 34 1.50 m3 27.17 71.18 223.0 kg 56.0 kg 186.0 kg4/29/2014 10:54:00 AM 11572 35 1.50 m3 26.87 71.10 226.0 kg 54.0 kg 186.7 kg4/29/2014 11:02:00 AM 11573 36 1.50 m3 26.72 70.82 225.0 kg 53.0 kg 185.3 kg4/29/2014 DM-C-15 11:08:00 AM 11574 37 1.50 m3 27.00 70.06 217.0 kg 55.0 kg 181.3 kg4/29/2014 11:18:00 AM 11575 38 1.00 m3 0.0 kg4/29/2014 11:21:00 AM 11576 39 1.00 m3 0.0 kg4/29/2014 11:28:00 AM

Modulo 2

11577 40 1.50 m3 26.78 70.67 221.0 kg 54.0 kg 183.3 kg4/29/2014 11:35:00 AM 11578 41 1.50 m3 26.67 70.32 224.0 kg 53.0 kg 184.7 kg4/29/2014 11:42:00 AM 11579 42 1.50 m3 26.76 69.38 220.0 kg 53.0 kg 182.0 kg4/29/2014 11:52:00 AM 11580 43 1.50 m3 26.70 69.91 219.0 kg 53.0 kg 181.3 kg4/29/2014 12:07:00 PM

Modulo 1

11581 44 1.50 m3 26.52 70.24 222.0 kg 52.0 kg 182.7 kg4/29/2014 12:17:00 PM 11582 45 1.50 m3 26.67 70.05 222.0 kg 53.0 kg 183.3 kg4/29/2014

DM-C-1512:35:00 PM 11583 46 1.50 m3 27.12 70.32 219.0 kg 55.0 kg 182.7 kg

4/29/2014 12:42:00 PM 11584 47 1.50 m3 27.10 70.75 221.0 kg 55.0 kg 184.0 kg4/29/2014 01:05:00 PM

Bateria

11585 48 1.30 m3 27.36 70.66 188.0 kg 50.0 kg 183.1 kg4/29/2014 01:25:00 PM 11586 49 1.20 m3 26.45 69.88 173.0 kg 44.0 kg 180.8 kg4/29/2014 01:34:00 PM 11587 50 1.20 m3 26.73 69.78 175.0 kg 45.0 kg 183.3 kg4/29/2014 01:49:00 PM 11588 51 1.20 m3 27.29 70.22 171.0 kg 47.0 kg 181.7 kg

71.50 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 4/1/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 4/1/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

5/2/2014 06:55:00 AM 11619 1 1.50 m3 0.0 kg5/2/2014 06:59:00 AM 11620 2 1.50 m3 0.0 kg5/2/2014 07:03:00 AM 11621 3 1.50 m3 0.0 kg5/2/2014 07:07:00 AM 11622 4 1.50 m3 0.0 kg5/2/2014 07:10:00 AM 11623 5 1.50 m3 0.0 kg5/2/2014 08:00:00 AM 11624 6 1.50 m3 0.0 kg5/2/2014 08:03:00 AM 11625 7 1.50 m3 0.0 kg5/2/2014 08:07:00 AM 11626 8 1.50 m3 0.0 kg5/2/2014 08:10:00 AM 11627 9 1.50 m3 #REF!5/2/2014 08:14:00 AM 11628 10 1.50 m3 0.0 kg5/2/2014 08:51:00 AM Balcon 11629 11 1.50 m3 26.49 69.14 206.0 kg 52.0 kg 172.0 kg5/2/2014 08:58:00 AM 11630 12 1.50 m3 0.0 kg5/2/2014 09:01:00 AM 11631 13 1.50 m3 0.0 kg5/2/2014 09:04:00 AM 11632 14 1.50 m3 0.0 kg

vereda (4.50 m3)

Vereda (7.50 m3)

vereda (2.00 m3)

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Cimiento (7.50 m3)

Cimiento (7.50 m3)

Cimiento (4.50 m3)

Page 56: Data Producción Concretooo

5/2/2014 46/DM-C-09 09:13:00 AM Balcon 11633 15 1.50 m3 63 26.64 70.43 219.0 kg 53.0 kg 181.3 kg5/2/2014 09:17:00 AM 11634 16 1.50 m3 0.0 kg5/2/2014 09:21:00 AM 11635 17 1.50 m3 0.0 kg5/2/2014

46/DM-C-0909:36:00 AM

Escalera11636 18 1.50 m3 63 26.64 70.56 219.0 kg 53.0 kg 181.3 kg

5/2/2014 09:54:00 AM 11637 19 1.50 m3 61 26.20 70.39 223.0 kg 51.0 kg 182.7 kg5/2/2014

46/DM-C-0910:23:00 AM

techo11638 20 1.50 m3 26.25 70.12 220.0 kg 51.0 kg 180.7 kg

5/2/2014 10:32:00 AM 11639 21 1.50 m3 26.47 69.69 218.0 kg 52.0 kg 180.0 kg5/2/2014 10:41:00 AM 11640 22 1.00 m3 26.55 69.56 218.0 kg 52.0 kg 270.0 kg5/2/2014 10:45:00 AM 11641 23 1.50 m3 0.0 kg5/2/2014 10:49:00 AM 11642 24 1.50 m3 0.0 kg5/2/2014 10:52:00 AM 11643 25 1.50 m3 0.0 kg5/2/2014 10:56:00 AM 11644 26 1.50 m3 0.0 kg5/2/2014 10:59:00 AM 11645 27 1.50 m3 0.0 kg5/2/2014

46/DM-C-0911:08:00 AM

techo11646 28 1.50 m3 63 26.53 70.08 218.0 kg 52.0 kg 180.0 kg

5/2/2014 11:16:00 AM 11647 29 1.50 m3 63 26.71 69.48 216.0 kg 53.0 kg 179.3 kg5/2/2014 11:24:00 AM 11648 30 1.50 m3 64 26.14 69.47 216.0 kg 50.0 kg 177.3 kg5/2/2014

46/DM-C-09

11:45:00 AM

modulo 3

11649 31 1.50 m3 63 25.95 69.13 217.0 kg 49.0 kg 177.3 kg5/2/2014 11:54:00 AM 11650 32 1.50 m3 63 25.79 69.09 218.0 kg 48.0 kg 177.3 kg5/2/2014 12:02:00 PM 11651 33 1.50 m3 25.35 69.37 223.0 kg 46.0 kg 179.3 kg5/2/2014 12:10:00 PM 11652 34 1.50 m3 25.07 69.14 225.0 kg 45.0 kg 180.0 kg5/2/2014 12:16:00 PM

cimiento11653 35 1.50 m3 0.0 kg

5/2/2014 12:21:00 PM 11654 36 1.50 m3 0.0 kg5/2/2014

46/DM-C-09

12:30:00 PM

Modulo 2

11655 37 1.50 m3 63 25.34 69.75 226.0 kg 46.0 kg 181.3 kg5/2/2014 12:38:00 PM 11656 38 1.00 m3 63 25.38 69.67 229.0 kg 46.0 kg 275.0 kg5/2/2014 12:46:00 PM 11657 39 1.00 m3 63 25.67 69.64 224.0 kg 48.0 kg 272.0 kg5/2/2014 01:12:00 PM 11658 40 1.50 m3 62 27.34 70.03 217.0 kg 57.0 kg 182.7 kg5/2/2014

46/DM-C-09

01:34:00 PM

Modulo 1

11659 41 1.50 m3 62 28.24 70.43 216.0 kg 61.0 kg 184.7 kg5/2/2014 01:41:00 PM 11660 42 1.50 m3 63 28.65 70.09 213.0 kg 63.0 kg 184.0 kg5/2/2014 01:49:00 PM 11661 43 1.50 m3 61 27.32 70.31 222.0 kg 56.0 kg 185.3 kg5/2/2014 01:58:00 PM 11662 44 1.50 m3 62 26.39 70.08 226.0 kg 51.0 kg 184.7 kg5/2/2014

46/DM-C-09 Bateria

11663 45 1.50 m3 61 26.05 228.0 kg 152.0 kg5/2/2014 11664 46 1.50 m3 60 25.60 169.0 kg 112.7 kg5/2/2014 11665 47 1.50 m3 0.0 kg5/2/2014 11666 48 1.30 m3 0.0 kg5/2/2014 11667 49 1.20 m3 0.0 kg5/2/2014 11668 50 1.20 m3 0.0 kg5/2/2014 11669 51 1.20 m3 0.0 kg

73.90 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 4/1/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 4/1/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura N° de carga Batch Amp. Min Observaciones

5/3/2014 06:37:00 AM 11667 1 1.50 m3 0.0 kg5/3/2014 06:42:00 AM 11668 2 1.50 m3 0.0 kg5/3/2014 06:46:00 AM 11669 3 1.50 m3 0.0 kg5/3/2014 06:51:00 AM 11670 4 1.50 m3 0.0 kg

Cimiento (3.00 m3)

Cimiento (7.50 m3)

Diseño Mezcla

Hora finalido de mezcla

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua Añadida

Agua en agregado

Agua(ltr) x 1m3

Cimiento (7.50 m3)

Page 57: Data Producción Concretooo

5/3/2014 06:56:00 AM 11671 5 1.50 m3 0.0 kg5/3/2014 07:10:00 AM resanar 11672 6 1.50 m3 0.0 kg5/3/2014 08:08:00 AM 11673 7 1.50 m3 0.0 kg5/3/2014 08:15:00 AM 11674 8 1.50 m3 0.0 kg5/3/2014 08:21:00 AM 11675 9 1.50 m3 #REF!5/3/2014 08:25:00 AM 11676 10 1.50 m3 0.0 kg5/3/2014 08:29:00 AM 11677 11 1.50 m3 0.0 kg5/3/2014 08:39:00 AM resanar 11678 12 1.50 m3 0.0 kg5/3/2014 09:24:00 AM 11679 13 1.50 m3 0.0 kg5/3/2014 09:28:00 AM 11680 14 1.50 m3 0.0 kg5/3/2014 46/DM-C-09 09:32:00 AM 11681 15 1.50 m3 0.0 kg5/3/2014 09:37:00 AM 11682 16 1.50 m3 0.0 kg5/3/2014 09:41:00 AM 11683 17 1.50 m3 0.0 kg5/3/2014

46/DM-C-0910:29:00 AM 11684 18 1.50 m3 0.0 kg

5/3/2014 10:33:00 AM 11685 19 1.50 m3 0.0 kg5/3/2014 10:37:00 AM 11686 20 1.50 m3 0.0 kg5/3/2014 10:40:00 AM 11687 21 1.50 m3 0.0 kg5/3/2014 10:44:00 AM 11688 22 1.00 m3 0.0 kg5/3/2014

46/DM-C-0910:53:00 AM

techo11689 23 1.50 m3 26.92 70.28 220.0 kg 54.0 kg 182.7 kg

5/3/2014 11:01:00 AM 11690 24 1.50 m3 26.58 69.95 223.0 kg 52.0 kg 183.3 kg5/3/2014 11:21:00 AM 11691 25 1.50 m3 28.21 69.78 213.00 61.0 kg 182.7 kg5/3/2014 11:28:00 AM 11692 26 1.50 m3 0.0 kg5/3/2014 11:32:00 AM 11693 27 1.50 m3 0.0 kg5/3/2014

46/DM-C-0911:40:00 AM

techo11694 28 1.50 m3 26.21 70.18 224.0 kg 51.0 kg 183.3 kg

5/3/2014 11:48:00 AM 11695 29 1.50 m3 26.37 69.91 229.0 kg 51.0 kg 186.7 kg5/3/2014 11:57:00 AM 11696 30 1.50 m3 26.37 70.15 232.0 kg 51.0 kg 188.7 kg5/3/2014

46/DM-C-0912:14:00 PM

balcon11697 31 1.50 m3 26.39 70.34 232.0 kg 51.0 kg 188.7 kg

5/3/2014 12:54:00 PM 11698 32 1.50 m3 26.23 232.0 kg 51.0 kg 188.7 kg5/3/2014

46/DM-C-0901:09:00 PM

Escalera11699 33 1.50 m3 26.67 70.66 235.0 kg 53.0 kg 192.0 kg

5/3/2014 01:21:00 PM 11700 34 1.50 m3 25.43 70.90 157.0 kg 36.0 kg 128.7 kg5/3/2014

46/DM-C-09

01:42:00 PM

Modulo 3

11701 35 1.50 m3 27.13 70.95 233.0 kg 55.0 kg 192.0 kg5/3/2014 01:49:00 PM 11702 36 1.50 m3 27.11 70.83 233.0 kg 55.0 kg 192.0 kg5/3/2014 01:58:00 PM 11703 37 1.50 m3 27.08 71.00 233.0 kg 55.0 kg 192.0 kg5/3/2014 02:06:00 PM 11704 38 1.00 m3 26.92 70.75 233.0 kg 54.0 kg 287.0 kg5/3/2014

46/DM-C-09

02:22:00 PM

Modulo 2

11705 39 1.00 m3 61 26.57 70.56 202.0 kg 47.0 kg 249.0 kg5/3/2014 02:29:00 PM 11706 40 1.50 m3 61 26.70 70.21 200.0 kg 48.0 kg 165.3 kg5/3/2014 02:37:00 PM 11707 41 1.50 m3 63 26.71 70.09 200.0 kg 48.0 kg 165.3 kg5/3/2014 02:45:00 PM 11708 42 1.50 m3 63 26.35 70.00 200.0 kg 46.0 kg 164.0 kg5/3/2014 11709 43 1.50 m3 0.0 kg5/3/2014 11710 44 1.50 m3 0.0 kg5/3/2014 46/DM-C-09 Bateria 11711 45 1.50 m3 0.0 kg5/3/2014 11712 46 1.50 m3 0.0 kg5/3/2014 11713 47 1.50 m3 0.0 kg5/3/2014 11714 48 1.30 m3 0.0 kg5/3/2014 11715 49 1.20 m3 0.0 kg5/3/2014 11716 50 1.20 m3 0.0 kg5/3/2014 11717 51 1.20 m3 0.0 kg

73.90 m3

Cimiento (7.50 m3)

Cimiento (7.50 m3)

Cimiento (7.50 m3)

Cimiento (7.50 m3)

Cimiento (7.50 m3)

Page 58: Data Producción Concretooo

34 m34.5 camiones

Page 59: Data Producción Concretooo

Valor de mecontenido de aguaseco 32.4 83.14humedo 70 281.14

Peso en la mezcladora 3373

5.2659574

Cemento 525R a/c 0.36

1 1.01 1.02 1.04 1.04Cantidad de concreto 1.5 1.5 1.4 1.3 1.2 1.1

X Y,1.5 Y,1.4 Y,1.3 Y,1.2 Y,1.1Hd inicial 26 49.435 48.945 48.466 47.534 47.534Hd i 26 49.435Hd i 26 49.435Hd i 27.75 58.650Hd final 71 286.403

Agua 1 187.5Agua 2 -47.935

Calibracion

Cantidad de concreto P1 P21.5 26.27

1.05

𝑦=5.265957∗𝑥−87.48

Page 60: Data Producción Concretooo

283.5

1.041

Y,1.0 B Z Corr47.534 145 283.5 16.565106

145 283.5145 283.5145 283.5

237.8

1.51.05

1.21.35

1.5

6.6

32.4 700

50

100

150

200

250

300

f(x) = 198 x − 114.86

32.4 70

32.4 70Linear (32.4 70)

𝐴=𝜋𝑟^2

𝑦=5.265957∗𝑥−87.48

Page 61: Data Producción Concretooo

32.4 700

50

100

150

200

250

300

f(x) = 198 x − 114.86

32.4 70

32.4 70Linear (32.4 70)

Page 62: Data Producción Concretooo

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

PRODUCCION DE CONCRETO PLANTA LLAXTA

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 1/27/2014

Forma de uso digital

OPERADOR: Leonardo Condorí Fecha: 3/3/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

3/3/2014 06:40:00 AM 9870 1 1.30 m3 0.0 kg3/3/2014 06:43:00 AM 9871 2 1.30 m3 0.0 kg3/3/2014 06:47:00 AM 9872 3 1.30 m3 0.0 kg3/3/2014 06:50:00 AM 9873 4 1.30 m3 0.0 kg3/3/2014 06:56:00 AM 9874 5 1.50 m3 0.0 kg3/3/2014 09:25:00 AM 9875 6 1.00 m3 0.0 kg3/3/2014 09:34:00 AM 9876 7 1.45 m3 0.0 kg3/3/2014 09:37:00 AM 9877 8 1.45 m3 0.0 kg3/3/2014 09:40:00 AM 9878 9 1.45 m3 0.0 kg3/3/2014 09:44:00 AM 9879 10 1.45 m3 0.0 kg3/3/2014 DM-05 10:18:00 AM Balcon 9880 11 1.40 m3 63 25.96 71.99 230.0 kg 47.0 kg 197.9 kg3/3/2014

DM-05

10:32:00 AM

Modulo 2A

9881 12 1.40 m3 61 25.58 222.0 kg 45.0 kg 190.7 kg3/3/2014 10:57:00 AM 9882 13 1.38 m3 62 24.72 71.75 223.0 kg 41.0 kg 191.3 kg3/3/2014 11:12:00 AM 9883 14 1.38 m3 62 25.18 71.85 220.0 kg 43.0 kg 190.6 kg3/3/2014 11:21:00 AM 9884 15 1.38 m3 61 25.50 71.59 219.0 kg 44.0 kg 190.6 kg3/3/2014 11:30:00 AM 9885 16 1.36 m3 61 25.78 71.59 214.0 kg 46.0 kg 191.2 kg3/3/2014 11:52:00 AM 9886 22 1.00 m3 57 31.84 71.07 122.0 kg 55.0 kg 177.0 kg Prueba de concreto3/3/2014 11:56:00 AM 9887 23 1.00 m3 0.0 kg3/3/2014 12:00:00 PM 9888 24 1.50 m3 0.0 kg3/3/2014 12:03:00 PM 9889 25 1.50 m3 0.0 kg3/3/2014 12:06:00 PM 9890 26 1.50 m3 0.0 kg3/3/2014

DM-05

12:14:00 PM

Modulo 1A

9891 38 1.22 m3 61 25.97 71.96 190.0 kg 42.0 kg 190.2 kg3/3/2014 12:22:00 PM 9892 39 1.22 m3 60 25.94 71.83 189.0 kg 42.0 kg 189.3 kg3/3/2014 12:30:00 PM 9893 40 1.22 m3 61 25.92 71.94 193.0 kg 42.0 kg 192.6 kg3/3/2014 12:38:00 PM 9894 41 1.22 m3 61 25.78 71.86 195.0 kg 41.0 kg 193.4 kg3/3/2014 12:49:00 PM 9895 42 1.22 m3 59 26.05 71.85 193.0 kg 42.0 kg 192.6 kg

3/3/2014TEST

01:10:00 PM 9896 48 1.00 m3 6029.11

70.31 128.0 kg 45.0 kg 173.0 kg

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Total Agua x1m3

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Cimiento con aditivo (6.70

m3)

Vereda (6.80 m3)

Cimiento (6.50 m3)

Balcon Prueba

Page 63: Data Producción Concretooo

3/3/2014TEST

01:21:00 PM 9897 49 1.00 m3 6029.18

69.85 123.0 kg 46.0 kg 169.0 kg

3/3/2014DM-05

01:45:00 PMEscalera

9898 50 1.35 m3 61 25.28 71.89 215.0 kg 42.0 kg 190.4 kg3/3/2014 01:58:00 PM 9899 51 1.35 m3 61 25.65 71.57 213.0 kg 44.0 kg 190.4 kg

39.10 m3

8*9

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 3/4/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 3/4/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

3/4/2014 06:37:00 AM 1 1.30 m3 0.0 kg3/4/2014 06:40:00 AM 2 1.30 m3 0.0 kg3/4/2014 06:44:00 AM 3 1.30 m3 0.0 kg3/4/2014 06:47:00 AM 4 1.30 m3 0.0 kg3/4/2014 06:51:00 AM 5 1.30 m3 0.0 kg3/4/2014 08:28:00 AM 6 1.00 m3 0.0 kg3/4/2014 08:34:00 AM 7 1.45 m3 0.0 kg3/4/2014 08:38:00 AM 8 1.45 m3 0.0 kg3/4/2014 08:41:00 AM 9 1.45 m3 0.0 kg3/4/2014 08:44:00 AM 10 1.45 m3 0.0 kg3/4/2014 DM-05 09:40:00 AM Modulo 3 11 1.40 m3 26.79 213.0 kg 51.0 kg 188.6 kg3/4/2014

DM-05

09:44:00 AM 12 1.50 m3 0.0 kg3/4/2014 09:47:00 AM 13 1.50 m3 0.0 kg3/4/2014 09:56:00 AM

Modulo 3

14 1.38 m3 62 26.63 71.41 214.0 kg 50.0 kg 191.3 kg3/4/2014 10:10:00 AM 15 1.38 m3 26.38 71.62 221.0 kg 49.0 kg 195.7 kg3/4/2014 10:18:00 AM 16 1.36 m3 60 26.21 71.64 223.0 kg 48.0 kg 199.3 kg3/4/2014 10:27:00 AM 22 1.00 m3 61 26.00 71.56 224.0 kg 47.0 kg 271.0 kg3/4/2014 10:32:00 AM 23 1.00 m3 0.0 kg3/4/2014 10:35:00 AM 24 1.50 m3 0.0 kg3/4/2014 10:38:00 AM 25 1.50 m3 0.0 kg3/4/2014 10:42:00 AM 26 1.50 m3 0.0 kg3/4/2014

DM-05

10:45:00 AM 38 1.22 m3 0.0 kg3/4/2014 10:59:00 AM

Techo39 1.22 m3 60 26.55 72.09 203.0 kg 46.0 kg 204.1 kg

3/4/2014 11:07:00 AM 40 1.22 m3 60 26.35 72.11 206.0 kg 45.0 kg 205.7 kg3/4/2014 11:15:00 AM 41 1.22 m3 60 26.28 72.16 208.0 kg 45.0 kg 207.4 kg3/4/2014 11:26:00 AM

Techo42 1.22 m3 59 25.86 72.20 208.0 kg 43.0 kg 205.7 kg

Escalera Prueba

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Cimiento con aditivo (6.50

m3)

Vereda (6.80 m3)

Vereda (3.00 m3)

Cimiento (6.80 m3)

Page 64: Data Producción Concretooo

3/4/2014TEST

11:34:00 AM Techo 48 1.00 m3 60 26.29 71.99 206.0 kg 45.0 kg 251.0 kg3/4/2014 11:42:00 AM 49 1.00 m3 60 26.31 71.97 206.0 kg 45.0 kg 251.0 kg3/4/2014

DM-0512:01:00 PM 50 1.35 m3 59 26.72 72.22 188.0 kg 45.0 kg 172.6 kg

3/4/2014 51 1.35 m3 0.0 kg39.12 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 3/4/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 3/5/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

3/5/2014 06:41:00 AM 1 1.30 m3 0.0 kg3/5/2014 06:48:00 AM 2 1.30 m3 0.0 kg3/5/2014 06:51:00 AM 3 1.30 m3 0.0 kg3/5/2014 06:55:00 AM 4 1.30 m3 0.0 kg3/5/2014 06:58:00 AM 5 1.30 m3 0.0 kg3/5/2014 07:09:00 AM 6 0.30 m3 0.0 kg3/5/2014 08:56:00 AM 7 1.00 m3 0.0 kg Prueba concreto3/5/2014 09:01:00 AM 8 1.00 m3 0.0 kg3/5/2014 09:08:00 AM 9 1.40 m3 0.0 kg3/5/2014 09:11:00 AM 10 1.40 m3 0.0 kg3/5/2014 09:22:00 AM 11 1.00 m3 0.0 kg Prueba concreto3/5/2014 09:26:00 AM 12 1.00 m3 0.0 kg3/5/2014 10:03:00 AM

Modulo 3

13 1.40 m3 25.25 70.75 213.0 kg 44.0 kg 183.6 kg3/5/2014 10:18:00 AM 14 1.40 m3 25.08 71.21 219.0 kg 43.0 kg 187.1 kg3/5/2014 10:31:00 AM 15 1.40 m3 1 25.60 71.10 218.0 kg 45.0 kg 187.9 kg3/5/2014 10:40:00 AM 16 1.40 m3 25.03 71.31 224.0 kg 43.0 kg 190.7 kg3/5/2014

TEST10:49:00 AM 17 1.40 m3 26.20 71.51 217.0 kg 48.0 kg 189.3 kg

3/5/2014 11:09:00 AM 18 1.36 m3 61 0.0 kg3/5/2014 11:12:00 AM 19 1.36 m3 61 0.0 kg3/5/2014 11:16:00 AM 20 1.36 m3 0.0 kg3/5/2014 11:19:00 AM 21 1.36 m3 0.0 kg3/5/2014 11:22:00 AM 22 1.36 m3 0.0 kg3/5/2014 11:43:00 AM

Modulo 1A

23 1.22 m3 25.43 72.19 193.0 kg 40.0 kg 191.0 kg3/5/2014

TEST

11:51:00 AM 24 1.22 m3 25.43 72.06 194.0 kg 40.0 kg 191.8 kg3/5/2014 11:59:00 AM 25 1.22 m3 25.28 72.06 195.0 kg 39.0 kg 191.8 kg3/5/2014 12:07:00 PM 26 1.22 m3 25.10 72.20 197.0 kg 38.0 kg 192.6 kg3/5/2014 12:15:00 PM 27 1.22 m3 25.19 72.08 197.0 kg 39.0 kg 193.4 kg3/5/2014 12:38:00 PM 28 1.00 m3 57 0.0 kg3/5/2014

DM-0512:46:00 PM 29 1.00 m3 61 0.0 kg

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Cimiento con aditivo (6.80

m3)

Vereda (6.80 m3)

Veredas (6.00m3)

Cimiento (6.80 m3)

Page 65: Data Producción Concretooo

3/5/2014 DM-05 01:11:00 PM 30 1.00 m3 61 0.0 kg3/5/2014 01:15:00 PM 31 1.00 m3 62 0.0 kg 5513/5/2014 01:19:00 PM 32 1.40 m3 61 0.0 kg3/5/2014 01:22:00 PM 33 1.40 m3 61 0.0 kg3/5/2014 01:33:00 PM Balcon 34 1.50 m3 60 25.54 71.86 237.0 kg 47.0 kg 189.3 kg3/5/2014 01:48:00 PM Balcon 35 1.30 m3 60 25.94 71.47 202.0 kg 43.0 kg 188.5 kg3/5/2014

DM-05

02:16:00 PM Pruebas 36 1.00 m3 59 0.0 kg3/5/2014 02:20:00 PM Cimiento 37 0.80 m3 62 0.0 kg3/5/2014 02:31:00 PM

Escaleras38 1.00 m3 59 23.92 71.37 162.0 kg 27.0 kg 189.0 kg

3/5/2014 02:51:00 PM 39 1.00 m3 62 23.99 71.39 163.0 kg 27.0 kg 190.0 kg3/5/2014

TEST03:08:00 PM

Escaleras40 1.00 m3 62 24.13 71.24 162.0 kg 28.0 kg 190.0 kg

3/5/2014 03:28:00 PM 41 1.00 m3 62 24.18 71.19 161.0 kg 28.0 kg 189.0 kg3/5/2014

48.90 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 3/4/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 3/4/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

3/6/2014 06:41:00 AM 1 1.30 m3 0.0 kg3/6/2014 06:44:00 AM 2 1.30 m3 0.0 kg3/6/2014 06:47:00 AM 3 1.30 m3 0.0 kg3/6/2014 06:51:00 AM 4 1.30 m3 0.0 kg3/6/2014 06:54:00 AM 5 1.30 m3 0.0 kg3/6/2014 07:01:00 AM 6 0.30 m3 0.0 kg3/6/2014 08:25:00 AM 7 1.36 m3 0.0 kg Prueba concreto3/6/2014 08:28:00 AM 8 1.36 m3 0.0 kg3/6/2014 08:31:00 AM 9 1.36 m3 0.0 kg3/6/2014 08:34:00 AM 10 1.36 m3 0.0 kg3/6/2014 08:37:00 AM 11 1.36 m3 0.0 kg Prueba concreto3/6/2014 09:56:00 AM 12 1.50 m3 0.0 kg3/6/2014 09:59:00 AM 13 1.50 m3 0.0 kg3/6/2014 10:02:00 AM 14 1.50 m3 0.0 kg3/6/2014 10:14:00 AM

Modulo 3A

15 1.50 m3 61 27.34 74.87 233.0 kg 57.0 kg 193.3 kg3/6/2014

TEST10:26:00 AM 16 1.50 m3 61 26.47 74.25 237.0 kg 52.0 kg 192.7 kg

3/6/2014 10:36:00 AM 17 1.50 m3 61 26.33 73.82 240.0 kg 51.0 kg 194.0 kg

Cimiento (6.80 m3)

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Cimiento con aditivo (6.80

m3)

Cimiento (6.80 m3)

Pista (4.50 m3)

Page 66: Data Producción Concretooo

3/6/2014TEST

10:42:00 AM

Modulo 3A

18 1.50 m3 61 26.57 73.88 235.0 kg 52.0 kg 191.3 kg3/6/2014 10:51:00 AM 19 1.50 m3 0.0 kg3/6/2014 10:54:00 AM 20 1.50 m3 0.0 kg3/6/2014 10:57:00 AM 21 1.50 m3 0.0 kg3/6/2014 11:00:00 AM 22 1.50 m3 0.0 kg3/6/2014

TEST

11:18:00 AM

Modulo 3A

23 1.50 m3 27.04 73.62 234.0 kg 55.0 kg 192.7 kg3/6/2014 11:33:00 AM 24 1.50 m3 26.35 73.02 233.0 kg 51.0 kg 189.3 kg3/6/2014 11:43:00 AM 25 1.50 m3 26.22 72.86 229.0 kg 51.0 kg 186.7 kg3/6/2014 11:53:00 AM 26 1.50 m3 26.31 73.06 228.0 kg 51.0 kg 186.0 kg3/6/2014 12:01:00 PM 27 0.80 m3 57 24.35 71.92 123.0 kg 24.0 kg 183.8 kg3/6/2014

DM-0512:34:00 PM

Techo28 1.17 m3 61 26.06 72.16 179.0 kg 41.0 kg 188.0 kg

3/6/2014 12:42:00 PM 29 1.17 m3 61 26.00 72.19 181.0 kg 41.0 kg 189.7 kg3/6/2014 12:49:00 PM 30 1.16 m3 62 26.30 71.79 176.0 kg 42.0 kg 187.9 kg3/6/2014 01:11:00 PM

Modulo 1A

31 1.50 m3 61 26.78 68.21 227.0 kg 54.0 kg 187.3 kg3/6/2014 01:29:00 PM 32 1.43 m3 61 0.0 kg3/6/2014 01:38:00 PM 33 1.43 m3 60 26.68 72.34 220.0 kg 50.0 kg 188.8 kg3/6/2014 01:46:00 PM 34 1.43 m3 60 25.62 72.19 226.0 kg 45.0 kg 189.5 kg3/6/2014

DM-05

02:10:00 PM

Bateria

35 1.00 m3 59 24.64 72.19 161.0 kg 30.0 kg 191.0 kg3/6/2014 02:23:00 PM 36 1.50 m3 62 25.56 71.82 237.0 kg 47.0 kg 189.3 kg3/6/2014 02:43:00 PM 37 1.00 m3 59 24.51 72.08 160.0 kg 29.0 kg 189.0 kg3/6/2014 03:00:00 PM 38 1.50 m3 62 25.81 71.71 235.0 kg 48.0 kg 188.7 kg3/6/2014

TEST03:33:00 PM Escaleras 39 1.50 m3 62 25.80 66.74 204.0 kg 48.0 kg 168.0 kg Prueba Visco 1110

3/6/2014 03:52:00 PM Escaleras 40 1.50 m3 62 25.82 69.73 222.0 kg 49.0 kg 180.7 kg Prueba Visco 11103/6/2014 04:11:00 PM Escaleras 41 1.00 m3 24.76 70.56 161.0 kg 31.0 kg 192.0 kg

55.19 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 3/4/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 3/4/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

3/7/2014 06:41:00 AM 1 1.30 m3 0.0 kg3/7/2014 06:44:00 AM 2 1.30 m3 0.0 kg3/7/2014 06:47:00 AM 3 1.30 m3 0.0 kg3/7/2014 06:51:00 AM 4 1.30 m3 0.0 kg3/7/2014 06:54:00 AM 5 1.30 m3 0.0 kg3/7/2014 07:01:00 AM 6 0.30 m3 0.0 kg3/7/2014 08:25:00 AM 7 1.36 m3 0.0 kg Prueba concreto

Pista (6.00 m3)

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Cimiento con aditivo (6.80

m3)

Cimiento (6.80 m3)

Page 67: Data Producción Concretooo

3/7/2014 08:28:00 AM 8 1.36 m3 0.0 kg3/7/2014 08:31:00 AM 9 1.36 m3 0.0 kg3/7/2014 08:34:00 AM 10 1.36 m3 0.0 kg3/7/2014 08:37:00 AM 11 1.36 m3 0.0 kg Prueba concreto3/7/2014 09:56:00 AM 12 1.50 m3 0.0 kg3/7/2014 09:59:00 AM 13 1.50 m3 0.0 kg3/7/2014 10:02:00 AM 14 1.50 m3 0.0 kg3/7/2014 10:14:00 AM

Modulo 3A

15 1.50 m3 61 27.34 74.87 233.0 kg 57.0 kg 193.3 kg3/7/2014

TEST10:26:00 AM 16 1.50 m3 61 26.47 74.25 237.0 kg 52.0 kg 192.7 kg

3/7/2014 10:36:00 AM 17 1.50 m3 61 26.33 73.82 240.0 kg 51.0 kg 194.0 kg3/7/2014 10:42:00 AM 18 1.50 m3 61 26.57 73.88 235.0 kg 52.0 kg 191.3 kg3/7/2014 10:51:00 AM 19 1.50 m3 0.0 kg3/7/2014 10:54:00 AM 20 1.50 m3 0.0 kg3/7/2014 10:57:00 AM 21 1.50 m3 0.0 kg3/7/2014 11:00:00 AM 22 1.50 m3 0.0 kg3/7/2014

TEST

11:18:00 AM

Modulo 3A

23 1.50 m3 27.04 73.62 234.0 kg 55.0 kg 192.7 kg3/7/2014 11:33:00 AM 24 1.50 m3 26.35 73.02 233.0 kg 51.0 kg 189.3 kg3/7/2014 11:43:00 AM 25 1.50 m3 26.22 72.86 229.0 kg 51.0 kg 186.7 kg3/7/2014 11:53:00 AM 26 1.50 m3 26.31 73.06 228.0 kg 51.0 kg 186.0 kg3/7/2014 12:01:00 PM 27 0.80 m3 57 24.35 71.92 123.0 kg 24.0 kg 183.8 kg3/7/2014

DM-0512:34:00 PM

Techo28 1.17 m3 61 26.06 72.16 179.0 kg 41.0 kg 188.0 kg

3/7/2014 12:42:00 PM 29 1.17 m3 61 26.00 72.19 181.0 kg 41.0 kg 189.7 kg3/7/2014 12:49:00 PM 30 1.16 m3 62 26.30 71.79 176.0 kg 42.0 kg 187.9 kg3/7/2014 01:11:00 PM

Modulo 1A

31 1.50 m3 61 26.78 68.21 227.0 kg 54.0 kg 187.3 kg3/7/2014 01:29:00 PM 32 1.43 m3 61 0.0 kg3/7/2014 01:38:00 PM 33 1.43 m3 60 26.68 72.34 220.0 kg 50.0 kg 188.8 kg3/7/2014 01:46:00 PM 34 1.43 m3 60 25.62 72.19 226.0 kg 45.0 kg 189.5 kg3/7/2014

DM-05

02:10:00 PM

Bateria

35 1.00 m3 59 24.64 72.19 161.0 kg 30.0 kg 191.0 kg3/7/2014 02:23:00 PM 36 1.50 m3 62 25.56 71.82 237.0 kg 47.0 kg 189.3 kg3/7/2014 02:43:00 PM 37 1.00 m3 59 24.51 72.08 160.0 kg 29.0 kg 189.0 kg3/7/2014 03:00:00 PM 38 1.50 m3 62 25.81 71.71 235.0 kg 48.0 kg 188.7 kg3/7/2014

TEST03:33:00 PM Escaleras 39 1.50 m3 62 25.80 66.74 204.0 kg 48.0 kg 168.0 kg Prueba Visco 1110

3/7/2014 03:52:00 PM Escaleras 40 1.50 m3 62 25.82 69.73 222.0 kg 49.0 kg 180.7 kg Prueba Visco 11103/7/2014 04:11:00 PM Escaleras 41 1.00 m3 24.76 70.56 161.0 kg 31.0 kg 192.0 kg

55.19 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 3/4/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 3/4/2014

Cimiento (6.80 m3)

Pista (4.50 m3)

Pista (6.00 m3)

Page 68: Data Producción Concretooo

Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

3/8/2014 08:33:00 AM 10061 1 1.30 m3 0.0 kg3/8/2014 09:00:00 AM 10062 2 1.40 m3 0.0 kg3/8/2014 09:04:00 AM 10063 3 1.30 m3 0.0 kg3/8/2014 09:10:00 AM 10064 4 1.40 m3 0.0 kg3/8/2014 09:14:00 AM 10065 5 1.40 m3 0.0 kg3/8/2014 10:00:00 AM 10066 6 1.40 m3 0.0 kg3/8/2014 10:11:00 AM 10067 7 1.40 m3 0.0 kg3/8/2014 10:15:00 AM 10068 8 1.30 m3 0.0 kg3/8/2014 10:28:00 AM 10069 9 1.40 m3 0.0 kg3/8/2014 10:39:00 AM

Techo10070 10 1.47 m3 24.76 71.59 235.0 kg 42.0 kg 188.4 kg

3/8/2014 DM-05 10:46:00 AM 10071 11 1.47 m3 24.88 70.92 234.0 kg 43.0 kg 188.4 kg3/8/2014

DM-05

10:54:00 AM 10072 12 1.46 m3 24.65 71.54 235.0 kg 41.0 kg 189.0 kg3/8/2014 11:10:00 AM

Techo10073 13 1.30 m3 24.04 71.47 213.0 kg 35.0 kg 190.8 kg

3/8/2014 11:19:00 AM 10074 14 1.30 m3 24.31 71.21 211.0 kg 36.0 kg 190.0 kg3/8/2014 11:28:00 AM 10075 15 1.30 m3 24.52 71.59 210.0 kg 37.0 kg 190.0 kg3/8/2014 11:36:00 AM 10076 16 1.40 m3 0.0 kg3/8/2014 11:49:00 AM 10077 17 1.40 m3 0.0 kg3/8/2014 11:54:00 AM 10078 18 1.10 m3 0.0 kg3/8/2014 11:57:00 AM 10079 19 1.10 m3 0.0 kg3/8/2014 12:01:00 PM 10080 20 1.50 m3 0.0 kg3/8/2014 12:08:00 PM

Modulo 3A

10081 21 1.32 m3 25.36 71.78 210.0 kg 42.0 kg 190.9 kg3/8/2014

DM-05

12:15:00 PM 10082 22 1.32 m3 24.94 71.39 211.0 kg 40.0 kg 190.2 kg3/8/2014 12:23:00 PM 10083 23 1.32 m3 24.91 71.38 213.0 kg 40.0 kg 191.7 kg3/8/2014 12:30:00 PM 10084 24 1.32 m3 24.67 71.50 212.0 kg 38.0 kg 189.4 kg3/8/2014 12:37:00 PM 10085 25 1.32 m3 24.64 71.48 211.0 kg 38.0 kg 188.6 kg3/8/2014 12:46:00 PM 10086 26 1.40 m3 0.0 kg3/8/2014

TEST12:50:00 PM 10087 27 1.30 m3 0.0 kg

3/8/2014 12:54:00 PM 10088 28 1.33 m3 0.0 kg3/8/2014

DM-0512:58:00 PM 10089 29 1.33 m3 0.0 kg

3/8/2014 01:01:00 PM 10090 30 1.34 m3 0.0 kg3/8/2014 01:08:00 PM

Modulo 1A

10091 31 1.45 m3 25.17 71.62 233.0 kg 43.0 kg 190.3 kg3/8/2014 01:15:00 PM 10092 32 1.45 m3 24.90 71.51 235.0 kg 42.0 kg 191.0 kg3/8/2014 01:24:00 PM 10093 33 1.07 m3 23.88 71.09 175.0 kg 30.0 kg 191.6 kg3/8/2014 01:31:00 PM 10094 34 1.07 m3 24.00 71.38 173.0 kg 30.0 kg 189.7 kg3/8/2014 01:39:00 PM 10095 35 1.06 m3 23.89 71.44 171.0 kg 30.0 kg 189.6 kg3/8/2014 02:22:00 PM Escalera 10096 36 1.40 m3 24.71 70.66 236.0 kg 41.0 kg 197.9 kg3/8/2014 02:52:00 PM

Bateria

10097 37 1.40 m3 25.19 70.12 229.0 kg 43.0 kg 194.3 kg3/8/2014 03:06:00 PM 10098 38 1.50 m3 24.96 70.34 247.0 kg 44.0 kg 194.0 kg3/8/2014 03:36:00 PM 10099 39 1.50 m3 25.31 70.11 242.0 kg 46.0 kg 192.0 kg3/8/2014 03:58:00 PM 10100 40 1.00 m3 24.21 71.62 161.0 kg 29.0 kg 190.0 kg

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Cimiento con aditivo (6.80

m3)

Cimiento (5.50 m3)

Pista (6.80 m3)

Pista (6.80 m3)

Page 69: Data Producción Concretooo

Total 53.30 m3

FORMATO Código: P1FMTOP001

CONTROL DE PREPARADO DE CONCRETO

Versión: V00Facha: 3/4/2014

Forma de uso digital

OPERADOR: Leonel Alvarado Fecha: 3/4/2014Hora de Incio: Hora de termino: Turno: Turno 1

FECHA Estructura Batch Amp. Min Agua Añadida Observaciones

3/10/2014 1 1.30 m3 0.0 kg3/10/2014 2 1.30 m3 0.0 kg3/10/2014 3 1.30 m3 0.0 kg3/10/2014 4 1.30 m3 0.0 kg3/10/2014 5 1.50 m3 0.0 kg3/10/2014 6 1.36 m3 0.0 kg3/10/2014 7 1.36 m3 0.0 kg3/10/2014 8 1.36 m3 0.0 kg3/10/2014 9 1.36 m3 0.0 kg3/10/2014 10 1.36 m3 42.0 kg 30.9 kg3/10/2014 DM-05 11 1.50 m3 43.0 kg 28.7 kg3/10/2014

DM-05

12 1.50 m3 41.0 kg 27.3 kg3/10/2014 13 1.30 m3 35.0 kg 26.9 kg3/10/2014 14 1.00 m3 36.0 kg 36.0 kg3/10/2014 15 1.00 m3 37.0 kg 37.0 kg3/10/2014 16 1.30 m3 0.0 kg3/10/2014 17 1.50 m3 0.0 kg3/10/2014 18 1.50 m3 0.0 kg3/10/2014 19 1.30 m3 0.0 kg3/10/2014 20 1.00 m3 0.0 kg3/10/2014 21 1.50 m3 42.0 kg 28.0 kg3/10/2014

DM-05

22 1.30 m3 40.0 kg 30.8 kg3/10/2014 23 1.50 m3 40.0 kg 26.7 kg3/10/2014 24 1.50 m3 38.0 kg 25.3 kg3/10/2014 25 0.80 m3 38.0 kg 47.5 kg3/10/2014

Modulo 3A

26 1.40 m3 0.0 kg3/10/2014

TEST27 1.40 m3 0.0 kg

3/10/2014 28 1.40 m3 0.0 kg3/10/2014

DM-0529 1.40 m3 0.0 kg

3/10/2014 30 1.40 m3 0.0 kg3/10/2014 31 1.50 m3 43.0 kg 28.7 kg

Diseño Mezcla

Hora finalido de mezcla

N° de carga

CANT. Concreto

Valor inicial Hd

Valor final Hd

Agua en agregado

Agua(ltr) x 1m3

Cimiento con aditivo (6.70

m3)

Cimiento (6.80 m3)

pista (6.30 m3)

Pista (6.60 m3)

Pista (6.60 m3)

Cimiento (5.00 m3)

Page 70: Data Producción Concretooo

3/10/2014 32 1.50 m3 42.0 kg 28.0 kg3/10/2014 33 1.00 m3 30.0 kg 30.0 kg3/10/2014 34 1.00 m3 30.0 kg 30.0 kg3/10/2014

Modulo 1A

35 1.22 m3 30.0 kg 24.6 kg3/10/2014 36 1.22 m3 41.0 kg 33.6 kg3/10/2014 37 1.22 m3 43.0 kg 35.2 kg3/10/2014 38 1.22 m3 44.0 kg 36.1 kg3/10/2014 39 1.22 m3 46.0 kg 37.7 kg3/10/2014 40 1.00 m3 29.0 kg 29.0 kg

Total 52.10 m3

Cimiento (5.00 m3)